JPH07171561A - Hydrogen peroxide removal method using granular activated carbon packed tower - Google Patents

Hydrogen peroxide removal method using granular activated carbon packed tower

Info

Publication number
JPH07171561A
JPH07171561A JP5344772A JP34477293A JPH07171561A JP H07171561 A JPH07171561 A JP H07171561A JP 5344772 A JP5344772 A JP 5344772A JP 34477293 A JP34477293 A JP 34477293A JP H07171561 A JPH07171561 A JP H07171561A
Authority
JP
Japan
Prior art keywords
hydrogen peroxide
tower
activated carbon
column
granular activated
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
Application number
JP5344772A
Other languages
Japanese (ja)
Other versions
JP3095600B2 (en
Inventor
Senji Osawa
専治 大沢
Hiroshi Yame
寛 矢目
Katsumi Koike
勝美 小池
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.)
Organo Corp
Original Assignee
Organo Corp
Japan Organo 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 Organo Corp, Japan Organo Co Ltd filed Critical Organo Corp
Priority to JP05344772A priority Critical patent/JP3095600B2/en
Publication of JPH07171561A publication Critical patent/JPH07171561A/en
Application granted granted Critical
Publication of JP3095600B2 publication Critical patent/JP3095600B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • GPHYSICS
    • G10MUSICAL INSTRUMENTS; ACOUSTICS
    • G10LSPEECH ANALYSIS TECHNIQUES OR SPEECH SYNTHESIS; SPEECH RECOGNITION; SPEECH OR VOICE PROCESSING TECHNIQUES; SPEECH OR AUDIO CODING OR DECODING
    • G10L19/00Speech or audio signals analysis-synthesis techniques for redundancy reduction, e.g. in vocoders; Coding or decoding of speech or audio signals, using source filter models or psychoacoustic analysis
    • G10L2019/0001Codebooks
    • G10L2019/0002Codebook adaptations
    • GPHYSICS
    • G10MUSICAL INSTRUMENTS; ACOUSTICS
    • G10LSPEECH ANALYSIS TECHNIQUES OR SPEECH SYNTHESIS; SPEECH RECOGNITION; SPEECH OR VOICE PROCESSING TECHNIQUES; SPEECH OR AUDIO CODING OR DECODING
    • G10L19/00Speech or audio signals analysis-synthesis techniques for redundancy reduction, e.g. in vocoders; Coding or decoding of speech or audio signals, using source filter models or psychoacoustic analysis
    • G10L2019/0001Codebooks
    • G10L2019/0013Codebook search algorithms
    • G10L2019/0014Selection criteria for distances

Landscapes

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

Abstract

PURPOSE:To treat an aqueous solution containing hydrogen peroxide efficiently and stably by a method wherein an aqueous solution containing hydrogen peroxide is passed through preceding and succeeding stages and when the concentration of hydrogen peroxide in treated water in a tower in the preceding stage has reached a predetermined range, the preceding tower is back-washed to remove bubbles, and thereafter the solution is passed again through the preceding and succeeding stages. CONSTITUTION:A preceding stage tower 4 and a succeeding stage tower 7, as granular activated carbon packed towers, are installed so that an aqueous solution containing hydrogen peroxide is passed downwardly through the tower 4 and tower 7 in series, In this case, the solution to be treated comes into contact with a preceding stage granular activated carbon layer 5 packed in the tower 4 so that the hydrogen peroxide in the solution is decomposed and removed. And when the hydrogen peroxide concentration in the solution of the tower 4 has become about 1mg/L, the tower 4 is back washed to remove bubbles in the layer 5 and thereafter the solution is passed again through the tower 4 and tower 7 in series, in this order. As a result, aqueous solution containing hydrogen peroxide of high concentration can be treated efficiently and stably.

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、過酸化水素を比較的高
濃度に含有する水溶液、例えば半導体製造工場における
廃液から過酸化水素を効率よく除去する方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for efficiently removing hydrogen peroxide from an aqueous solution containing hydrogen peroxide in a relatively high concentration, for example, waste liquid in a semiconductor manufacturing factory.

【0002】[0002]

【従来技術】半導体を製造する電子工業では製品の洗浄
に各種イオンはもとより、微粒子、生菌、TOCなどの
不純物を極限値まで除去した、いわゆる超純水が用いら
れる。
2. Description of the Related Art In the electronic industry for manufacturing semiconductors, so-called ultrapure water is used for cleaning products, in which impurities such as fine particles, live bacteria and TOC are removed to the limit, as well as various ions.

【0003】このような超純水は濾過、イオン交換処
理、逆浸透膜処理、紫外線殺菌等あらゆる技術を駆使し
て製造されるが、当該超純水の純度を維持するために、
超純水を移送する配管は定期的に洗浄される。当該配管
洗浄は特に配管の滞留部に沈着するスライムの除去や、
接液部全般の殺菌のために行うもので、洗浄剤としては
通常、0.15重量%〜0.25重量%の過酸化水素を
含む水溶液が用いられる。当該洗浄に用いた過酸化水素
を含む水溶液はその後、定期的に廃液として排出処理さ
れる場合と、原液使用にかかる費用の低減、工場で必要
な用水量を節約するなどの目的から、回収して再利用す
る場合とがある。
Such ultrapure water is produced by making full use of various techniques such as filtration, ion exchange treatment, reverse osmosis membrane treatment, ultraviolet sterilization, etc. In order to maintain the purity of the ultrapure water,
The pipe for transferring ultrapure water is regularly cleaned. The cleaning of the pipe is especially required to remove slime deposited in the stagnant part of the pipe,
It is carried out for sterilization of the entire liquid contact part, and as the cleaning agent, an aqueous solution containing 0.15% by weight to 0.25% by weight of hydrogen peroxide is usually used. After that, the aqueous solution containing hydrogen peroxide used for the cleaning is collected for the purpose of periodically discharging it as waste liquid, reducing the cost of using the undiluted solution, and saving the amount of water required at the factory. Sometimes it is reused.

【0004】過酸化水素を含む水溶液を廃液として排出
する場合、COD規制の問題から当該過酸化水素を含む
水溶液はそのまま放流することができない。また、過酸
化水素を含む水溶液を回収し再利用する場合、通常、回
収水は凝集沈澱処理、イオン交換処理、逆浸透膜処理等
が施される。
When the aqueous solution containing hydrogen peroxide is discharged as a waste liquid, the aqueous solution containing hydrogen peroxide cannot be discharged as it is because of the problem of COD regulation. When the aqueous solution containing hydrogen peroxide is collected and reused, the collected water is usually subjected to coagulation / precipitation treatment, ion exchange treatment, reverse osmosis membrane treatment, and the like.

【0005】上記処理過程において、当該回収した水溶
液中に、例えば低濃度であっても過酸化水素が含まれて
いると、当該回収液を凝集処理する場合においては凝集
工程で添加される高分子凝集剤が破壊され、凝集効果が
低下し、またイオン交換処理する場合においては当該回
収液に含まれる過酸化水素によって、イオン交換樹脂が
劣化させられるという障害が起こってくる。さらに逆浸
透膜処理する場合は、膜自身が酸化剤である過酸化水素
によって劣化させられる等の問題がある。
In the above treatment process, if the recovered aqueous solution contains hydrogen peroxide even at a low concentration, for example, when the recovered liquid is subjected to a coagulation treatment, the polymer added in the aggregating step The coagulant is destroyed, the coagulation effect is reduced, and when the ion exchange treatment is performed, the hydrogen peroxide contained in the recovery liquid deteriorates the ion exchange resin. Further, the reverse osmosis membrane treatment has a problem that the membrane itself is deteriorated by hydrogen peroxide which is an oxidant.

【0006】このことから、過酸化水素を含む廃液はこ
れを放流する場合及びこれを回収する場合ともに過酸化
水素の除去処理が行われいる。従来法として、当該廃液
に亜硫酸ナトリウムなどの還元剤を添加し、過酸化水素
の酸化力を中和する方法が挙げられる。
For this reason, the waste liquid containing hydrogen peroxide is subjected to hydrogen peroxide removal treatment both when it is discharged and when it is recovered. A conventional method is to add a reducing agent such as sodium sulfite to the waste liquid to neutralize the oxidizing power of hydrogen peroxide.

【0007】しかし、亜硫酸ナトリウムの添加による中
和反応では過酸化水素と亜硫酸ナトリウムの反応時間が
2〜3時間と比較的長く、したがって反応槽もそれだけ
大きくなり、当該廃液量が多い場合は反応槽の設置面積
を広く必要とし、またその処理液に過酸化水素が残留し
ても、逆に亜硫酸ソーダが残留してもいずれの場合も放
流不適となり、酸やアルカリの中和反応と比較して放流
における認容範囲が極めて狭く、酸化還元の中和は技術
的にかなり難しく、これを自動化する場合制御が比較的
複雑となる。したがってこのような反応槽、自動制御機
構および攪拌機構を備えた処理装置の設備費は比較的高
価となり、かつ定常的に亜硫酸ナトリウム等の還元剤も
必要とするので、ランニングコストも高いという欠点を
有している。
However, in the neutralization reaction by the addition of sodium sulfite, the reaction time of hydrogen peroxide and sodium sulfite is relatively long as 2 to 3 hours, and therefore the reaction tank also becomes large, and when the amount of the waste liquid is large, the reaction tank is large. Requires a large installation area, and even if hydrogen peroxide remains in the treatment liquid, or conversely, sodium sulfite remains, it becomes unsuitable for discharge, and compared with the neutralization reaction of acid and alkali. The allowable range of discharge is extremely narrow, neutralization of redox is technically difficult, and its control is relatively complicated when it is automated. Therefore, the equipment cost of the reactor equipped with such a reaction tank, automatic control mechanism, and stirring mechanism is relatively high, and a reducing agent such as sodium sulfite is constantly required, resulting in high running cost. Have

【0008】なお、水溶液中の過酸化水素の除去方法と
して、上記従来の方法の他に活性炭充填塔に過酸化水素
を含む水溶液を通水し、過酸化水素を分解除去する方法
がとられている。
As a method for removing hydrogen peroxide from an aqueous solution, in addition to the above-mentioned conventional method, a method of passing an aqueous solution containing hydrogen peroxide through an activated carbon packed tower to decompose and remove the hydrogen peroxide is used. There is.

【0009】過酸化水素を含む水溶液を活性炭で処理す
る方法として、従来から例えば特開昭62−27090
号公報及び特公平5−7075号公報で開示されている
方法がある。特開昭62−27090号公報によれば、
上下2段の粒状活性炭充填層と、その下方に付属する空
間とよりなる塔に下降流にpHを10以上に調整した過
酸化水素を含む水溶液を流下させ、粒状活性炭の有する
還元力を用いて、水溶液中の過酸化水素を分解除去する
方法が提案されている。
A conventional method for treating an aqueous solution containing hydrogen peroxide with activated carbon is, for example, JP-A-62-27090.
There is a method disclosed in Japanese Patent Publication No. 5-7075. According to JP-A-62-27090,
An aqueous solution containing hydrogen peroxide whose pH was adjusted to 10 or more was made to flow down into a column composed of two upper and lower packed beds of granular activated carbon and a space attached to the lower part thereof, and the reducing power of the granular activated carbon was used. , A method of decomposing and removing hydrogen peroxide in an aqueous solution has been proposed.

【0010】この方法では、pHが10以上になると、
過酸化水素の分解速度が速くなるため、粒状活性炭充填
層の比較的上層部で分解し、充填層内に発生する気泡の
量が極めて少なくなり、過酸化水素のチャンネリング現
象が防止できるとされている。しかし、この方法にはp
H調整という工程が必要であり、このために特別なpH
調整タンクと処理後の中和を必要とするため、pH調整
タンクとそれに伴う制御系がコストアップの原因にな
り、pHの調整のための経済的負担、排水中の塩類の増
加という欠点がある。
According to this method, when the pH becomes 10 or more,
Since the decomposition rate of hydrogen peroxide becomes faster, it decomposes in the relatively upper part of the granular activated carbon packed bed, the amount of bubbles generated in the packed bed is extremely small, and the channeling phenomenon of hydrogen peroxide can be prevented. ing. However, p
A step of H adjustment is required, and for this reason a special pH
Since the adjustment tank and the neutralization after the treatment are required, the pH adjustment tank and the control system associated therewith cause a cost increase, and there are drawbacks such as an economical burden for adjusting the pH and an increase in salts in the wastewater. .

【0011】特公平5−7075号公報によれば、粒状
活性炭層に対して当該水溶液を上昇流で通液し粒状活性
炭を流動層として通液接触せしめる方法を提案してい
る。この方法では、流動層で接触させる為、活性炭によ
る過酸化水素の還元は活性炭の新しい面を絶えず露出し
ながら行われるので、活性炭の活性度の低下が遅く、ま
た、酸・アルカリ等によるpHの複雑な調整が不要であ
るとされている。
According to Japanese Examined Patent Publication No. 5-7075, a method is proposed in which the aqueous solution is passed through the granular activated carbon layer in an upward flow to bring the granular activated carbon into a fluidized bed for fluid contact. In this method, since the contact is made in the fluidized bed, the reduction of hydrogen peroxide by the activated carbon is carried out while constantly exposing the new surface of the activated carbon, so that the activity of the activated carbon slows down and the pH of the activated carbon is changed by the acid or alkali. It is said that no complicated adjustment is required.

【0012】しかし、この方法は、流動層の性質として
活性炭粒子が流動されている場合、相互の接触や或は塔
壁との接触によって活性炭粒子の一部が破砕され、微粒
子化し、これらは流動槽の上部にシフトし、排水ととも
に塔外に排出されるので、粒状活性炭を補給または交換
することが必要であり、粒状活性炭は比較的高価である
ので、コスト高にもつながる。また、流動層は流体の流
速を増加させると流動層が膨張し、活性炭粒子が流出す
るので当該流速には上限があり設定値以上の流速で処理
することが不可能である。更に、流動層内での接触なの
で、吸着帯を形成しにくく、したがって処理水過酸化水
素濃度を低濃度レベルで、常時一定に維持出来るかどう
か疑わしいという問題がある。
However, in this method, when the activated carbon particles are fluidized as a property of the fluidized bed, a part of the activated carbon particles are crushed by contact with each other or with the tower wall to be fine particles, and these are fluidized. Since it shifts to the upper part of the tank and is discharged out of the tower together with the waste water, it is necessary to replenish or replace the granular activated carbon, and the granular activated carbon is relatively expensive, which leads to high cost. Further, in the fluidized bed, when the flow velocity of the fluid is increased, the fluidized bed expands and activated carbon particles flow out, so that the flow velocity has an upper limit and it is impossible to process at a flow velocity higher than a set value. Further, since the contact occurs in the fluidized bed, it is difficult to form an adsorption zone, and therefore it is doubtful whether the hydrogen peroxide concentration of the treated water can be constantly maintained at a low concentration level.

【0013】[0013]

【発明が解決しようとする課題】本発明はこれらの欠点
を解決すべくなされたもので、過酸化水素を高濃度に含
む水溶液を、粒状活性炭充填塔で効率よく、安定して処
理する方法を提供することを目的とする。
The present invention has been made to solve these drawbacks and provides a method for efficiently and stably treating an aqueous solution containing hydrogen peroxide at a high concentration in a granular activated carbon packed tower. The purpose is to provide.

【0014】[0014]

【問題点を解決する手段】即ち、本発明は、過酸化水素
を含む水溶液を粒状活性炭充填塔に通液して、過酸化水
素を除去するにあたり、当該粒状活性炭充填塔として、
前段塔及び後段塔の少なくとも二塔を設置し、上記水溶
液を下降流で前段塔及び後段塔の順に直列に通液し、前
段塔の処理水過酸化水素濃度が1mg/L前後となった
時点で、前段塔を逆洗することにより、粒状活性炭層内
の気泡を除去し、その後に再び前段塔及び後段塔の順に
直列に通液することを特徴とするものである。
Means for Solving the Problems That is, according to the present invention, when an aqueous solution containing hydrogen peroxide is passed through a granular activated carbon packed column to remove hydrogen peroxide, the granular activated carbon packed column is
At least two towers, a first tower and a second tower, are installed, and the above aqueous solution is passed in a downward flow in series in the order of the first tower and the second tower, and the hydrogen peroxide concentration of the treated water in the first tower becomes around 1 mg / L. Then, by backwashing the former column, the bubbles in the granular activated carbon layer are removed, and then the former column and the latter column are passed again in series in this order.

【0015】[0015]

【作用】活性炭による過酸化水素の除去方法は、粒状活
性炭の有する還元力を用いて水溶液中の過酸化水素を分
解除去するものであるが、問題点として当該水溶液が粒
状活性炭層に接触すると、直ちに分解反応が起こり酸素
が発生しそれが気泡となって充填層内に閉じこめられ、
当該気泡によって充填層内を水溶液がショートパス(チ
ャンネリング現象)し、それが、処理液の過酸化水素早
期漏出の原因となることが挙げられる。従って、従来で
は充填層の逆洗を頻繁に行って、上記気泡を除去する操
作が避けられず、逆洗のための用水量を十分に確保せね
ばならない。
[Function] The method of removing hydrogen peroxide by activated carbon is to decompose and remove hydrogen peroxide in an aqueous solution using the reducing power of granular activated carbon. However, the problem is that when the aqueous solution comes into contact with the granular activated carbon layer, Immediately a decomposition reaction occurs and oxygen is generated, which becomes bubbles and is trapped in the packed bed,
It can be mentioned that the bubbles cause a short path (channeling phenomenon) of the aqueous solution in the packed bed, which causes early leakage of hydrogen peroxide of the processing solution. Therefore, conventionally, it is inevitable to perform backwashing of the packed bed frequently to remove the bubbles, and a sufficient amount of water for backwashing must be secured.

【0016】ところで本発明者は、鋭意研究を重ねたと
ころ、粒状活性炭充填塔をたとえば2塔設け、比較的多
量の過酸化水素を含む水溶液を当該充填塔に対して直列
に通水すると、前段塔の充填層内には気泡が発生する
が、後段塔の充填層内には気泡が発生しない期間が比較
的長く続くこと。前段塔の処理水の過酸化水素濃度が1
mg/Lを越えると、換言すれば後段塔の流入水の過酸
化水素濃度が1mg/Lを越えると、後段塔にも気泡が
発生しはじめること。よって前段塔の充填層内に気泡が
発生してもそのまま通水を続行し、前段塔の処理水の過
酸化水素濃度が1mg/L前後となった際に、前段塔を
逆洗して気泡を除去し、再び前段塔および後段塔の順に
直列に通水すると、後段塔の充填塔には気泡が発生する
ことがなく、その処理水の過酸化水素濃度を低レベルに
維持できること。しかも前段塔を逆洗して気泡を除去し
て通水を再開すると再び気泡が発生するが、前段塔の過
酸化水素除去能力は復帰すること等の知見を得た。
By the way, the present inventor has conducted extensive studies and found that, for example, two granular activated carbon packed towers were provided and an aqueous solution containing a relatively large amount of hydrogen peroxide was passed in series to the packed tower. Bubbles are generated in the packed bed of the tower, but the period in which the bubbles are not generated in the packed bed of the latter tower is relatively long. The hydrogen peroxide concentration of the treated water in the former tower is 1
When it exceeds mg / L, in other words, when the hydrogen peroxide concentration of the inflow water of the latter stage column exceeds 1 mg / L, bubbles also start to be generated in the latter stage column. Therefore, even if air bubbles are generated in the packed bed of the pre-stage column, water continues to flow as it is, and when the hydrogen peroxide concentration in the treated water of the pre-stage column is around 1 mg / L, the pre-stage column is backwashed to remove bubbles. When the water is removed and water is again passed in series in the order of the former tower and the latter tower, bubbles will not be generated in the packed tower of the latter tower, and the hydrogen peroxide concentration of the treated water can be maintained at a low level. Moreover, it was found that when the front column was backwashed to remove bubbles and water flow was restarted, bubbles were generated again, but the hydrogen peroxide removal capability of the former column was restored.

【0017】本発明は上記の知見に基ずくもので、被処
理水を二塔以上の粒状活性炭充填塔に直列に通水して被
処理水中の過酸化水素を除去し、前段塔の充填層内には
気泡が発生しても、後段塔の充填層内には気泡を発生さ
せないようにして処理水の過酸化水素濃度を低レベルに
維持するものである。
The present invention is based on the above findings. The treated water is passed through two or more granular activated carbon packed towers in series to remove hydrogen peroxide in the treated water, and the packed bed of the pre-column is packed. Even if bubbles are generated therein, bubbles are not generated in the packed bed of the latter stage column so that the hydrogen peroxide concentration of the treated water is maintained at a low level.

【0018】[0018]

【実施例】以下に本発明の実施例を説明する。図1は、
本発明の実施例を示す説明図である。
EXAMPLES Examples of the present invention will be described below. Figure 1
It is explanatory drawing which shows the Example of this invention.

【0019】(1)は被処理水槽で、(2)は流入ポン
プである。(3)は流入管でその一端を被処理水槽
(1)に、他端を前段塔(4)上部に連結している。
(6)は配送管で、その一端を前段塔(4)下部に、他
端を後段塔(7)上部に連通している。(9)は流出管
で、その一端を後段塔(7)下部に連通しており、他端
を貯水タンク(16)に連通している。また、図中の
(5)、(8)はそれぞれ、前段粒状活性炭層、後段粒
状活性炭層である。(10)は取水管で、(11)は逆
洗時に使用する逆洗ポンプである。また、(12)、
(13)はそれぞれ前段逆洗管、後段逆洗管で、(1
4)、(15)はそれぞれ前段塔逆洗排水管、後段塔逆
洗排水管である。(30)、(31)、(32)、(3
3)、(34)、(35)は、それぞれ弁を示す。
(1) is a water tank to be treated, and (2) is an inflow pump. (3) is an inflow pipe, one end of which is connected to the treated water tank (1) and the other end of which is connected to the upper part of the pre-stage column (4).
(6) is a delivery pipe, one end of which communicates with the lower part of the front column (4) and the other end of which communicates with the upper part of the rear column (7). (9) is an outflow pipe, one end of which communicates with the lower part of the post-stage tower (7) and the other end of which communicates with the water storage tank (16). Further, (5) and (8) in the figure are the pre-stage granular activated carbon layer and the post-stage granular activated carbon layer, respectively. (10) is a water intake pipe, and (11) is a backwash pump used for backwashing. Also, (12),
(13) are the front-stage backwash pipe and the back-stage backwash pipe, respectively.
4) and (15) are the front tower backwash drain pipe and the rear tower backwash drain pipe, respectively. (30), (31), (32), (3
3), (34), and (35) show valves, respectively.

【0020】次に、本発明による過酸化水素の除去方法
について説明する。被処理水は、被処理水槽(1)か
ら、流入ポンプ(2)によって流入管(3)を通り前段
塔(4)内を下向流で流下する。その際、前段塔内に充
填されている前段粒状活性炭層(5)と当該被処理液が
接触することにより、被処理液中の過酸化水素が分解除
去される。その後、前段処理液は、前段塔(4)下部に
連結している配送管(6)を経て、後段塔(7)上部か
ら当該後段塔(7)内を下降流で流下し、後段粒状活性
炭層(8)を通り、当該後段塔(7)下部からの処理水
は流出管(9)を通過し、貯水タンク(16)へ送られ
る。
Next, the method for removing hydrogen peroxide according to the present invention will be described. The water to be treated flows down from the water tank to be treated (1) by the inflow pump (2) through the inflow pipe (3) in the former column (4) in a downward flow. At that time, the pre-stage granular activated carbon layer (5) filled in the pre-stage tower comes into contact with the liquid to be treated, whereby hydrogen peroxide in the liquid to be treated is decomposed and removed. After that, the pretreatment liquid flows down through the delivery pipe (6) connected to the lower part of the front column (4) from the upper part of the rear column (7) into the latter column (7) in a descending flow to form the second stage granular activated carbon. The treated water from the lower part of the latter-stage tower (7) passes through the layer (8), passes through the outflow pipe (9), and is sent to the water storage tank (16).

【0021】上述の通水を続行するにしたがい前段塔
(4)の粒状活性炭層(5)には過酸化水素の分解にと
もない発生する酸素に起因する気泡が発生するが、その
まま通水を続行する。
As the above-mentioned water flow is continued, bubbles are generated in the granular activated carbon layer (5) of the former column (4) due to the oxygen generated by the decomposition of hydrogen peroxide, but the water flow is continued as it is. To do.

【0022】当該通水中に弁(31)を開き、取水管
(10)から前段塔出口水を採取し、前段塔処理水過酸
化水素濃度を測る。そして、前段塔処理水過酸化水素濃
度が、1mg/L前後(0.9〜1.0mg/L)とな
った時点で、通水を中断し、前段塔(4)の逆洗工程に
はいる。即ち、弁(30)、(35)を閉じ、弁(3
2)、(34)を開き、貯水タンク(16)から、逆洗
ポンプ(11)によって、前段逆洗管(12)を介し、
前段塔(4)を逆洗することにより、前段粒状活性炭
(5)内に発生している気泡を除去する。
The valve (31) is opened during the passage of the water, the outlet water of the pre-stage tower is sampled from the water intake pipe (10), and the hydrogen peroxide concentration of the pre-stage tower treated water is measured. Then, when the hydrogen peroxide concentration of the treated water in the former tower is around 1 mg / L (0.9 to 1.0 mg / L), the water flow is interrupted and the backwashing step of the former tower (4) is performed. There is. That is, the valves (30) and (35) are closed and the valve (3
2) and (34) are opened, and from the water storage tank (16) by the backwash pump (11) through the front stage backwash pipe (12),
By backwashing the former column (4), air bubbles generated in the former granular activated carbon (5) are removed.

【0023】逆洗水は、前段塔逆洗水排出管(14)を
経て系外へ排出される。逆洗終了後、弁(30)を開
き、弁(32)、(34)を閉じ、通水を再開する。な
お、前段塔(4)の逆洗中は、被処理水槽(1)の被処
理水を後段塔(7)に図示してない配管を用いて直接通
水しても短時間の通水なので後段塔に気泡が発生するこ
とはない。従って前段塔の逆洗中に後段塔の通水を行っ
ても差し支えない。
The backwash water is discharged out of the system through the front tower backwash water discharge pipe (14). After the backwash is completed, the valve (30) is opened, the valves (32) and (34) are closed, and the water flow is restarted. During the backwashing of the front tower (4), the water to be treated in the water tank (1) is passed through the rear tower (7) directly through a pipe (not shown) for a short time. No bubbles are generated in the latter tower. Therefore, water may be passed through the rear tower during the backwashing of the front tower.

【0024】また、長時間使用後、後段塔(7)に縣濁
物等がつまり、圧力損失が増大した場合は、逆洗ポンプ
(11)によって、後段逆洗管(13)を介し、後段塔
(7)を逆洗洗浄してもさしつかえない。
In addition, when the suspension tower (7) is clogged with suspended matters or the like after a long period of use and the pressure loss increases, the backwash pump (11) passes through the backwash pipe (13) to the backwash pipe (13). It is safe to backwash the tower (7).

【0025】図2は同じ量の粒状活性炭を充填した前段
塔と後段塔に100mg/Lの濃度の過酸化水素を含む
原水を直列に通水したときの前段塔処理水の過酸化水素
濃度と通水時間の関係図である。なお図2に示していな
いが後段塔の処理水の過酸化水素濃度は前段塔の処理水
過酸化水素濃度が1mg/Lまでの時点で0.0mg/
Lである。図2からわかるように、従来法は、一塔処理
なので6日後には処理塔出口水における過酸化水素濃度
が0.1mg/Lとなり、充填塔の逆洗洗浄工程に入ら
なければならなかったが、本発明のように後段塔を設置
することにより前段塔の逆洗を実施することなく1.0
mg/Lまで通水可能となり、従って逆洗するまでの通
水時間が約290日と大幅に延長でき、逆洗するまでの
運転時間を従来の約30倍とすることができた。
FIG. 2 shows the concentration of hydrogen peroxide in the treated water of the pre-stage column when raw water containing hydrogen peroxide at a concentration of 100 mg / L was passed in series to the pre-stage column and the post-stage column packed with the same amount of granular activated carbon. It is a relationship diagram of water passage time. Although not shown in FIG. 2, the hydrogen peroxide concentration of the treated water in the latter column is 0.0 mg / l when the hydrogen peroxide concentration of the treated water in the former column is up to 1 mg / l.
It is L. As can be seen from FIG. 2, since the conventional method is a single-column treatment, the hydrogen peroxide concentration in the outlet water of the treatment column becomes 0.1 mg / L after 6 days, and it was necessary to enter the backwashing washing step of the packed column. However, by installing the latter-stage column as in the present invention, 1.0
Water can be passed up to mg / L. Therefore, the water flow time before backwashing can be greatly extended to about 290 days, and the operation time until backwashing can be made about 30 times longer than the conventional one.

【0026】[0026]

【効果】以上説明したごとく、本発明方法は、粒状活性
炭層に原液を通過させるのみで過酸化水素を除去できる
ので従来法のような大きな反応槽を必要とせず、装置の
設置面積を小さくすることができ、装置の設備費を従来
のものより安価にすることができ、更に還元剤を用いる
必要がなくなるので、ランニングコストも大幅に低減で
きる。
As described above, in the method of the present invention, hydrogen peroxide can be removed only by passing the stock solution through the granular activated carbon layer, so that a large reaction tank unlike the conventional method is not required and the installation area of the apparatus can be reduced. Therefore, the equipment cost of the apparatus can be made lower than that of the conventional one, and since it is not necessary to use the reducing agent, the running cost can be significantly reduced.

【0027】さらに粒状活性炭充填塔として前段塔と後
段塔の少なくとも2塔を設置し、過酸化水素を含む被処
理水を前段塔と後段塔の順に直列に通水し、後段塔の入
口の被処理水の過酸化水素濃度を常に1mg/L以下に
することにより、後段塔の充填層内に気泡が発生しない
ようにして処理するので、後段塔処理水の過酸化水素濃
度を常に低レベルに保つことができ、しかも前段塔はそ
の処理水の過酸化水素濃度が1mg/Lになるまで通水
を続行することが出来るので、従来の一塔処理方式より
も逆洗間隔を約30倍も延長させることができ、逆洗用
水量を大幅に削減することが出来る。
Furthermore, at least two towers, a front tower and a rear tower, are installed as the granular activated carbon packed tower, and the water to be treated containing hydrogen peroxide is passed in series in the order of the front tower and the rear tower, and the inlet of the latter tower is covered. By keeping the hydrogen peroxide concentration of the treated water at 1 mg / L or less at all times, the treatment is performed without bubbles in the packed bed of the latter stage column, so the hydrogen peroxide concentration of the latter stage treated water is always kept at a low level. Since it can be maintained, and moreover, the front-stage tower can continue to pass water until the hydrogen peroxide concentration of the treated water reaches 1 mg / L, the backwash interval is about 30 times longer than that of the conventional one-column treatment method. It can be extended and the amount of backwash water can be significantly reduced.

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

【図1】本発明の実施例の一例のフローを示す説明図で
ある。
FIG. 1 is an explanatory diagram showing a flow of an example of an embodiment of the present invention.

【図2】前段塔の通水時間と処理水過酸化水素の濃度の
関係を示すグラフである。
FIG. 2 is a graph showing the relationship between the water passage time in the former column and the concentration of hydrogen peroxide in treated water.

【符号の説明】[Explanation of symbols]

1.被処理水槽 2.流入ポンプ 3.流入管 4.前段塔 5.前段粒状活性炭層 6.配送管 7.後段塔 8.後段粒状活性炭層 9.流出管 10.取水管 11.逆洗ポンプ 12.前段逆洗管 13.後段逆洗管 14.前段塔逆洗水排出管 15.後段塔逆洗水排出管 16.貯水タンク 1. Water tank to be treated 2. Inflow pump 3. Inflow pipe 4. Front tower 5. Pre-stage granular activated carbon layer 6. Delivery pipe 7. Rear tower 8. Second stage granular activated carbon layer 9. Outflow pipe 10. Intake pipe 11. Backwash pump 12. Pre-stage backwash tube 13. Post-stage backwash tube 14. Front tower backwash water discharge pipe 15. Back tower backwash water discharge pipe 16. Water storage tank

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 過酸化水素を含む水溶液を粒状活性炭充
填塔に通液して、過酸化水素を除去するにあたり、当該
粒状活性炭充填塔として、前段塔及び後段塔の少なくと
も二塔を設置し、上記水溶液を下降流で前段塔及び後段
塔の順に直列に通液し、前段塔の処理液過酸化水素濃度
が1mg/L前後となった時点で、前段塔を逆洗するこ
とにより、粒状活性炭層内の気泡を除去し、その後に再
び前段塔及び後段塔の順に直列に通液すること特徴とす
る粒状活性炭充填塔による過酸化水素の除去方法。
1. An aqueous solution containing hydrogen peroxide is passed through a granular activated carbon packed column to remove hydrogen peroxide, and at least two columns, a pre-column and a post-column, are installed as the granular activated carbon packed column. The above-mentioned aqueous solution was passed in a descending flow in series in the order of the pre-column and the post-column, and when the hydrogen peroxide concentration of the treated liquid in the pre-column was around 1 mg / L, the pre-column was back-washed to obtain granular activated carbon. A method for removing hydrogen peroxide by means of a granular activated carbon packed tower, characterized in that air bubbles in the bed are removed, and then the first-stage column and the second-stage column are passed again in series.
JP05344772A 1993-12-21 1993-12-21 Removal method of hydrogen peroxide by granular activated carbon packed tower Expired - Lifetime JP3095600B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP05344772A JP3095600B2 (en) 1993-12-21 1993-12-21 Removal method of hydrogen peroxide by granular activated carbon packed tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP05344772A JP3095600B2 (en) 1993-12-21 1993-12-21 Removal method of hydrogen peroxide by granular activated carbon packed tower

Publications (2)

Publication Number Publication Date
JPH07171561A true JPH07171561A (en) 1995-07-11
JP3095600B2 JP3095600B2 (en) 2000-10-03

Family

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Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3095600B2 (en)

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WO2013084855A1 (en) * 2011-12-05 2013-06-13 栗田工業株式会社 Method for treating water containing hydrogen peroxide
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010008072A1 (en) * 2008-07-18 2010-01-21 株式会社クレハ Treating agent for oxidizing agent-containing waste water, method for treating oxidizing agent-containing waste water, apparatus for treating oxidizing agent-containing waste water, purifying agent for organic solvent, method for purifying organic solvent, and apparatus for purifying organic solvent
JP5629578B2 (en) * 2008-07-18 2014-11-19 株式会社クレハ Oxidant-containing wastewater treatment agent, oxidant-containing wastewater treatment method, oxidant-containing wastewater treatment device, organic solvent purification agent, organic solvent purification method, and organic solvent purification device
WO2013084855A1 (en) * 2011-12-05 2013-06-13 栗田工業株式会社 Method for treating water containing hydrogen peroxide
WO2013084854A1 (en) * 2011-12-05 2013-06-13 栗田工業株式会社 Packed column backwashing method
KR20140109365A (en) 2011-12-05 2014-09-15 쿠리타 고교 가부시키가이샤 Packed column backwashing method
JPWO2013084855A1 (en) * 2011-12-05 2015-04-27 栗田工業株式会社 Method for treating hydrogen peroxide-containing water
JPWO2013084854A1 (en) * 2011-12-05 2015-04-27 栗田工業株式会社 Backwashing method for packed tower
JP2017093799A (en) * 2015-11-24 2017-06-01 株式会社稲本製作所 Continuous laundry device with hydrogen peroxide decomposition unit
WO2024100922A1 (en) * 2022-11-10 2024-05-16 日本メクトロン株式会社 Hydrogen peroxide decomposition system, hydrogen peroxide decomposition device, and decomposition method for hydrogen peroxide

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