JPH06233997A - Ultrapure water production method - Google Patents

Ultrapure water production method

Info

Publication number
JPH06233997A
JPH06233997A JP5022312A JP2231293A JPH06233997A JP H06233997 A JPH06233997 A JP H06233997A JP 5022312 A JP5022312 A JP 5022312A JP 2231293 A JP2231293 A JP 2231293A JP H06233997 A JPH06233997 A JP H06233997A
Authority
JP
Japan
Prior art keywords
water
toc
ultrapure water
membrane
membrane separation
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
JP5022312A
Other languages
Japanese (ja)
Other versions
JP3227863B2 (en
Inventor
Masayoshi Oinuma
正芳 老沼
Motomu Koizumi
求 小泉
Tetsuo Mizuniwa
哲夫 水庭
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP02231293A priority Critical patent/JP3227863B2/en
Publication of JPH06233997A publication Critical patent/JPH06233997A/en
Application granted granted Critical
Publication of JP3227863B2 publication Critical patent/JP3227863B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Biological Treatment Of Waste Water (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)
  • Treatment Of Water By Ion Exchange (AREA)

Abstract

PURPOSE:To reduce TOC(total organic carbon) in superhigh purity water by allowing untreated water containing urea to pass through a purity water prepara tion device after treating the untreated water biologically. CONSTITUTION:An organic component such as urea is decomposed by a biological treatment device 1 using an organic component in recovered water. This biotreated water is separated by membrane in a UF or MF membrane separation device 2. Next, the pretreated water treated throughout a pretreatment device A is separation-treated using a two-stage RO membrane using a first and a second RO membrane separation device 3, 4 in a primary purity water preparation device B, and is subjected to ion exchange using an ion exchange device 5. Next, TOC contained in the treated water is ionized or decomposed using a low voltage ultraviolet oxidation device 7 in a secondary purity water preparation device C, and the ionized organic substances are removed using an ion exchange device 8. Further, the ionized organic substences are membrane- separated using a UF membrane separation device 9. Thus, it is possible to reduce the TOC level in the superhigh purity water.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は超純水の製造方法に係
り、特に、製造される超純水中のTOC(全有機体炭
素)を現状より大幅に低減することができる超純水の製
造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing ultrapure water, and more particularly to a method for producing ultrapure water capable of significantly reducing TOC (total organic carbon) in ultrapure water produced. It relates to a manufacturing method.

【0002】[0002]

【従来の技術及び先行技術】従来、市水、地下水、工水
等の原水から超純水を製造する超純水製造装置は、基本
的に、前処理装置、一次純水製造装置及び二次純水製造
装置から構成される。このうち、前処理装置は、凝集、
浮上、濾過装置で構成される。一次純水製造装置は、2
基の逆浸透膜分離装置及び混床式イオン交換装置、或い
は、イオン交換純水装置及び逆浸透膜分離装置で構成さ
れ、また、二次純水製造装置は、低圧紫外線酸化装置、
混床式イオン交換装置及び限外濾過膜分離装置で構成さ
れる。
2. Description of the Related Art Conventionally, an ultrapure water production system for producing ultrapure water from raw water such as city water, groundwater, and industrial water is basically a pretreatment device, a primary pure water production device, and a secondary water production device. It consists of pure water production equipment. Among them, the pretreatment device is
Floating and filtering equipment. The primary pure water production system has 2
A reverse osmosis membrane separation device and a mixed bed ion exchange device, or an ion exchange pure water device and a reverse osmosis membrane separation device, and the secondary pure water production device is a low pressure ultraviolet oxidation device,
It is composed of a mixed bed type ion exchange device and an ultrafiltration membrane separation device.

【0003】超純水製造装置を構成する各単位装置のう
ち、原水中のTOC成分を分離、吸着、分解等の手段で
低減化するものは、逆浸透膜分離装置、イオン交換純水
装置、低圧紫外線酸化装置である。なお、各単位装置に
おけるTOC低減化機構は次の通りである。 逆浸透膜分離装置:逆浸透膜を用いた濾過法であり、イ
オン性、コロイド性のTOCを除去する。 イオン交換純水装置:イオン交換樹脂に吸着又はイオン
交換されるTOC成分を除去する。 低圧紫外線酸化装置:低圧紫外線ランプより出される1
85nmの紫外線によりTOCを有機酸さらにはCO2
まで分解する。分解された有機物は後段のイオン交換樹
脂で除去する。特に、揮発性有機物の分解に用いられ
る。ところで、上記従来の超純水製造装置により製造さ
れた超純水中には、TOCが2〜5ppb程度存在す
る。この超純水中のTOCを更に低減するための方法と
して、逆浸透膜分離装置の多段設置、低圧紫外線酸化装
置の紫外線照射量の増大といった手段が考えられるが、
このような手段では、超純水中のTOCを更に低減する
ことは殆どできないことが確認された。
Among the unit devices constituting the ultrapure water production system, those for reducing TOC components in raw water by means of separation, adsorption, decomposition, etc. are reverse osmosis membrane separation devices, ion exchange pure water devices, It is a low-pressure UV oxidizer. The TOC reduction mechanism in each unit device is as follows. Reverse osmosis membrane separation device: A filtration method using a reverse osmosis membrane, which removes ionic and colloidal TOC. Ion exchange deionized water device: Removes TOC components adsorbed on or ion exchanged with ion exchange resin. Low-pressure UV oxidizer: 1 emitted from a low-pressure UV lamp
85 nm UV light is used to remove TOC from organic acids and CO 2
Disassemble until. The decomposed organic matter is removed by the ion exchange resin in the subsequent stage. Particularly, it is used for decomposing volatile organic substances. By the way, TOC exists in about 2 to 5 ppb in the ultrapure water produced by the conventional ultrapure water producing apparatus. As a method for further reducing TOC in the ultrapure water, a means such as multi-stage installation of a reverse osmosis membrane separation device and an increase in the ultraviolet irradiation amount of a low-pressure ultraviolet oxidation device can be considered.
It was confirmed that TOC in the ultrapure water could hardly be further reduced by such means.

【0004】このTOCの低減を阻む要因について検討
したところ、現状の超純水製造装置で除去できない成分
として尿素(NH2 CONH2 )があり、しかも、原水
(市水、工水等)中には尿素が数十〜数百ppb存在し
ていることが判明した。
As a result of studying the factors that hinder the reduction of TOC, urea (NH 2 CONH 2 ) is a component that cannot be removed by the current ultrapure water production equipment, and moreover, it is present in raw water (city water, industrial water, etc.). It was found that urea was present in the range of tens to hundreds of ppb.

【0005】また、現状で得られている超純水を濃縮
(20〜30倍)して、超純水中に含有される尿素濃度
を測定した結果、超純水のTOCのうち50%以上を尿
素が占めていることが判明した。
The concentration of urea contained in ultrapure water was measured by concentrating (20 to 30 times) the ultrapure water currently obtained, and as a result, 50% or more of TOC of ultrapure water was obtained. It turned out that urea occupies.

【0006】このように、現状の超純水製造装置は、原
水中に存在する尿素を除去し難く、これが超純水中のT
OCの低減を阻む原因となっていることが解明された。
そして、この尿素を除去するべく更に検討を重ねた結
果、原水中に存在する尿素を低減する方法として生物処
理手段が好適であることが見出された。かかる知見を基
として、本出願人は、「原水の前処理装置、一次純水製
造装置及び二次純水製造装置を備える超純水製造装置に
おいて、該前処理装置が生物処理手段を含む超純水製造
装置」について、先に特許出願を行なった。(特願平4
−225681号。以下「先願」という。)。
As described above, it is difficult for the current ultrapure water producing apparatus to remove urea existing in raw water, and this is because T in the ultrapure water is removed.
It has been clarified that this is a cause of hindering the reduction of OC.
As a result of further studies to remove this urea, it was found that the biological treatment means is suitable as a method for reducing the urea present in the raw water. Based on such knowledge, the applicant of the present invention has stated that in an ultrapure water production system including a raw water pretreatment system, a primary pure water production system and a secondary pure water production system, the pretreatment system includes a biological treatment means. A patent application was previously filed for the “pure water production system”. (Patent application 4
-225681. Hereinafter referred to as "first application". ).

【0007】上記先願の超純水製造装置によれば、原水
(市水、地下水、工業用水など)の前処理装置の一部と
して生物処理手段を組み込んだことにより、従来の前処
理装置では除去し得ず、超純水中のTOC源となる、原
水中の尿素を高度に除去することができ、TOC濃度が
著しく低減された超純水を得ることが可能とされる。
According to the ultrapure water producing apparatus of the above-mentioned prior application, since the biological treatment means is incorporated as a part of the pretreatment apparatus for raw water (city water, groundwater, industrial water, etc.), the conventional pretreatment apparatus is Urea in raw water, which cannot be removed and serves as a TOC source in ultrapure water, can be highly removed, and ultrapure water with a significantly reduced TOC concentration can be obtained.

【0008】[0008]

【発明が解決しようとする課題】上記先願の装置におい
て、生物処理手段における尿素分解速度については、原
水中に酢酸、酢酸ナトリウム、メタノール、エタノー
ル、アセトン等の易分解性有機物(C源)を添加するこ
とにより、尿素の分解速度を向上させることができるこ
とを知見した。
In the apparatus of the above-mentioned prior application, regarding the decomposition rate of urea in the biological treatment means, easily decomposable organic substances (C source) such as acetic acid, sodium acetate, methanol, ethanol, and acetone in raw water are used. It was found that the addition of urea can improve the decomposition rate of urea.

【0009】しかしながら、この有機物添加法は、非常
に有効な手段ではあるが、新たに薬品タンク、ポンプ、
配管並びに薬品の補充等が必要となるという欠点があ
る。このため、これらの設備や作業を必要としない、処
理効率向上のための方法ないし手段の開発が望まれてい
た。
However, although this organic substance addition method is a very effective means, it requires a new chemical tank, pump,
There is a drawback that it is necessary to replenish pipes and chemicals. Therefore, it has been desired to develop a method or means for improving treatment efficiency that does not require these facilities and operations.

【0010】本発明は上記実情に鑑みてなされたもので
あり、市水、地下水、工業用水を原水として、これを生
物処理した後、一次純水製造装置及び二次純水製造装置
で処理して超純水を製造する方法において、有機物(C
源)を添加する方法に代る手段により生物処理工程にお
ける尿素分解速度を向上させることができ、これにより
TOCが著しく低減された超純水を製造することができ
る超純水の製造方法を提供することを目的とする。
The present invention has been made in view of the above circumstances, in which city water, ground water, and industrial water are treated as raw water, which is biologically treated and then treated by a primary pure water production apparatus and a secondary pure water production apparatus. In the method for producing ultrapure water by using an organic substance (C
A method for producing ultrapure water capable of producing an ultrapure water having a significantly reduced TOC, by which the urea decomposition rate in the biological treatment process can be improved by means of an alternative to the method of adding a source). The purpose is to do.

【0011】[0011]

【課題を解決するための手段】本発明の超純水の製造方
法は、原水を、超純水による半導体洗浄回収水と混合し
て生物処理した後、一次純水製造装置及び二次純水製造
装置に通水することを特徴とする。
In the method for producing ultrapure water according to the present invention, raw water is mixed with recovered water for semiconductor cleaning by ultrapure water to perform biological treatment, and then a primary pure water producing apparatus and a secondary pure water are provided. It is characterized by passing water through the manufacturing equipment.

【0012】[0012]

【作用】従来、半導体工場等、製品の洗浄のために超純
水を使用している工場では、洗浄に使用した使用済の超
純水を再利用するために再度回収し(以下、これを「回
収水」と称す。)、超純水製造用の原水として使用して
いる。この回収水中には、通常、洗浄のために使用され
たイソプロピルアルコール、酢酸、アセトン等の有機物
がTOCとして数100ppb〜数ppm含有されてい
る。
[Function] In a factory such as a semiconductor factory, which has conventionally used ultrapure water for cleaning products, the used ultrapure water used for cleaning is recovered again for reuse (hereinafter, It is used as raw water for producing ultrapure water. In the recovered water, organic substances such as isopropyl alcohol, acetic acid, and acetone used for washing are usually contained as TOC of several 100 ppb to several ppm.

【0013】従って、このような回収水を、尿素を含む
原水(市水、地下水、工業用水)と混合して生物処理す
ることにより、回収水中に存在する有機成分を生物処理
のC源として有効に利用して、生物処理における尿素の
分解効率を向上させると共に、当該有機成分をも分解除
去することができる。
Therefore, by mixing such recovered water with raw water containing urea (city water, ground water, industrial water) and performing biological treatment, the organic components present in the recovered water are effective as a C source for biological treatment. It is possible to improve the decomposition efficiency of urea in biological treatment and decompose and remove the organic component.

【0014】本発明によれば、原水及び回収水の各々に
含有される、除去・低減化の目的物質を、単一装置にて
同時に分解除去することができる。
According to the present invention, the target substances for removal / reduction contained in each of raw water and recovered water can be decomposed and removed at the same time by a single apparatus.

【0015】[0015]

【実施例】以下に図面を参照して本発明の実施例につい
て詳細に説明する。
Embodiments of the present invention will be described below in detail with reference to the drawings.

【0016】図1は本発明の超純水の製造方法の実施に
好適な超純水製造装置の一例を示す系統図である。
FIG. 1 is a system diagram showing an example of an ultrapure water production apparatus suitable for carrying out the ultrapure water production method of the present invention.

【0017】図1(a)に示す超純水製造装置は、前処
理装置Aとして生物処理装置とメンブレンフィルター、
即ち限外濾過(UF)又は精密濾過(MF)膜分離装置
2を、一次純水製造装置Bとして第1逆浸透(RO)膜
分離装置3と第2逆浸透(RO)膜分離装置4と混床式
イオン交換装置5を、また、二次純水製造装置Cとして
(タンク6と)低圧紫外線酸化装置7と、混床式イオン
交換装置8とUF膜分離装置9を設け、この順で直列に
設置したものである。20Aは原水の導入配管、20B
は回収水の導入配管を示す。
The ultrapure water production system shown in FIG. 1 (a) comprises a biological treatment system and a membrane filter as the pretreatment system A.
That is, the ultrafiltration (UF) or microfiltration (MF) membrane separation device 2 is used as the primary pure water producing device B, and the first reverse osmosis (RO) membrane separation device 3 and the second reverse osmosis (RO) membrane separation device 4 are provided. A mixed bed type ion exchange device 5, a low pressure ultraviolet oxidation device 7 (as a tank 6) as a secondary pure water production device C, a mixed bed type ion exchange device 8 and a UF membrane separation device 9 are provided, and in this order. They are installed in series. 20A is a pipe for introducing raw water, 20B
Indicates a pipe for introducing recovered water.

【0018】即ち、市水、工水、地下水等の原水は、ま
ず生物処理装置1に導入されて生物処理され、尿素等の
有機物が分解除去されるが、本発明においては、この原
水の導入配管20Aに、導入配管20Bより回収水を導
入して、原水と回収水とを混合した状態で生物処理装置
1に送給する。
That is, raw water such as city water, industrial water, and groundwater is first introduced into the biological treatment apparatus 1 for biological treatment to decompose and remove organic substances such as urea. In the present invention, this raw water is introduced. The recovered water is introduced into the pipe 20A through the introduction pipe 20B, and the raw water and the recovered water are mixed and sent to the biological treatment apparatus 1.

【0019】この生物処理装置1においては、回収水中
の有機成分を利用して、効率的に尿素の分解が進行する
と共に、回収水中の有機成分の分解も行なわれる。この
生物処理水は生物処理装置1から流出する菌体の除去の
ためにUF又はMF膜分離装置2に導入され、膜分離さ
れる。
In this biological treatment apparatus 1, the decomposition of urea is efficiently progressed by utilizing the organic component in the recovered water, and the organic component in the recovered water is also decomposed. This biologically treated water is introduced into the UF or MF membrane separation device 2 to remove the bacterial cells flowing out from the biological treatment device 1 and subjected to membrane separation.

【0020】このような前処理装置Aで処理された前処
理水は、次いで一次純水製造装置Bにおいて、まず、第
1RO膜分離装置3及び第2RO膜分離装置4にて2段
RO膜分離処理され、更に混床式イオン交換装置5でイ
オン交換される。
The pretreated water treated in such a pretreatment device A is then subjected to a two-stage RO membrane separation in the first pure water production device B in the first RO membrane separation device 3 and the second RO membrane separation device 4. It is treated and further ion-exchanged in the mixed bed type ion exchange device 5.

【0021】更に、一次純水製造装置Bの処理水は、二
次純水製造装置Cにて、タンク6を経て低圧紫外線酸化
装置7に導入され、含有されるTOCがイオン化ないし
分解され、このうち、イオン化された有機物は、後段の
混床式イオン交換装置8で除去される。この混床式イオ
ン交換装置8の処理水は更にUF膜分離装置で膜分離処
理され、超純水が得られる。
Further, the treated water of the primary pure water producing apparatus B is introduced into the low pressure ultraviolet oxidation apparatus 7 through the tank 6 in the secondary pure water producing apparatus C, and the TOC contained therein is ionized or decomposed. Of these, the ionized organic matter is removed by the mixed bed type ion exchange device 8 in the subsequent stage. The treated water of the mixed bed type ion exchange device 8 is further subjected to a membrane separation treatment by a UF membrane separation device to obtain ultrapure water.

【0022】図1(b)に示す超純水製造装置は、一次
純水製造装置Bがイオン交換純水装置10とRO膜分離
装置11で構成されること以外は図1(a)に示す超純
水製造装置と同様の構成とされている。
The ultrapure water production system shown in FIG. 1 (b) is shown in FIG. 1 (a) except that the primary pure water production system B is composed of an ion-exchanged pure water system 10 and an RO membrane separation device 11. It has the same structure as the ultrapure water production system.

【0023】なお、本発明で使用される超純水製造装置
においては、原水及び回収水を直接生物処理装置を設け
た前処理装置に通水すること以外は、基本的に従来の超
純水製造装置と同様の構成とすることができ、一次純水
製造装置及び二次純水製造装置におけるRO膜分離装置
やイオン交換純水装置等の各装置単位の組み合せや構成
は従来のものをそのまま採用することができる。
The ultrapure water producing apparatus used in the present invention is basically the same as the conventional ultrapure water except that raw water and recovered water are directly passed to a pretreatment apparatus provided with a biological treatment apparatus. The same configuration as that of the production apparatus can be used, and the combination and configuration of each apparatus unit such as the RO membrane separation apparatus and the ion exchange pure water apparatus in the primary pure water production apparatus and the secondary pure water production apparatus are the same as the conventional ones. Can be adopted.

【0024】ところで、通常、有機廃水を処理する生物
処理手段としては活性汚泥法等があるが、超純水製造用
の原水として用いられる市水、地下水、工業用水といっ
た低濃度有機含有水にこのような方法を適用しても、菌
体を保持することが不可能で、TOC低減化法としては
利用できない。
By the way, normally, as a biological treatment means for treating organic wastewater, there is an activated sludge method and the like. However, this method is applicable to low concentration organic-containing water such as city water, groundwater and industrial water used as raw water for producing ultrapure water. Even if such a method is applied, it is impossible to retain the bacterial cells and it cannot be used as a TOC reduction method.

【0025】これに対して、特殊担体を上向流で流動化
させ、担体表面に菌体を固定化させる上向流式生物分解
装置は、菌体を流出させない生物処理手段として有効で
ある。この場合には、生物分解槽内に設けた、活性炭又
はアンスラサイト、砂、ゼオライト、イオン交換樹脂、
プラスチック製成形品等の原水への溶出成分を無視し得
るような担体表面に菌体を保持させ、生物分解槽の下部
より原水及び回収水と、別途設けた曝気槽の流出液とに
よる上向流で流動させて生物処理を行なえば良い。
On the other hand, the upward flow type biodegrading device for fluidizing the special carrier in the upward flow to immobilize the bacterial cells on the surface of the carrier is effective as a biological treatment means for preventing the bacterial cells from flowing out. In this case, activated carbon or anthracite, sand, zeolite, ion exchange resin provided in the biodegradation tank,
Bacteria are retained on the surface of the carrier so that the components eluted into raw water such as plastic molded products can be ignored, and upward by the raw water and recovered water from the bottom of the biodegradation tank and the effluent of the aeration tank separately provided. The biological treatment may be carried out by flowing in a stream.

【0026】なお、生物処理装置は上向流通水方式のも
のに限らず、下向流通水方式のものであっても良い。
The biological treatment apparatus is not limited to the upward circulating water system, but may be the downward circulating water system.

【0027】図示の超純水製造装置は本発明の実施に好
適な装置の一例であって、本発明方法はその要旨を超え
ない限り、何ら図示のものに限定されるものではない。
例えば、原水と回収水との混合は、別途混合槽を設けて
行なうこともできる。しかしながら、通常の場合、配管
への直接供給で十分である。また、生物処理装置の前段
又は後段に凝集沈殿装置や凝集濾過装置を設けても良
い。
The ultrapure water producing apparatus shown in the figure is an example of an apparatus suitable for carrying out the present invention, and the method of the present invention is not limited to the one shown in the figure as long as the gist thereof is not exceeded.
For example, the raw water and the recovered water can be mixed by separately providing a mixing tank. However, in the normal case, a direct supply to the pipe is sufficient. In addition, a coagulation sedimentation device or a coagulation filtration device may be provided in a front stage or a rear stage of the biological treatment device.

【0028】更に、生物処理装置の後段に設ける生物処
理装置から流出する菌体の除去手段としては、メンブレ
ンフィルターの他、砂濾過装置等を用いても良い。
Further, as a means for removing the bacterial cells flowing out from the biological treatment device provided in the latter stage of the biological treatment device, a sand filter or the like may be used in addition to the membrane filter.

【0029】なお、本発明の方法においては、原水と回
収水とを混合して処理するものであれば良く、その混合
比率には特に制限はないが、通常の場合、原水に対して
回収水を40〜80体積%混合するのが好ましい。
In the method of the present invention, as long as raw water and recovered water are mixed and treated, the mixing ratio is not particularly limited. Is preferably mixed in an amount of 40 to 80% by volume.

【0030】以下に具体的な実施例及び比較例を挙げて
本発明をより詳細に説明する。
The present invention will be described in more detail below with reference to specific examples and comparative examples.

【0031】実施例1 図1(a)に示す超純水製造装置により原水(厚木市水
(平成4年10月〜12月))の処理を行なった。な
お、生物処理装置としては、活性炭に菌体を担持させた
上向流式生物分解装置を用い、その後段にUF膜分離装
置を設けた。上向流式生物分解装置の原水滞留時間(H
RT)は15分とした。また、この原水には、半導体製
造工程で排出された洗浄回収水を、原水に対して50体
積%の割合で混合した。得られた超純水のTOCを表1
に示す。
Example 1 Raw water (Atsugi city water (October to December 1992)) was treated by the ultrapure water production system shown in FIG. 1 (a). As the biological treatment device, an upflow-type biodegradation device in which activated carbon was used to support cells was used, and a UF membrane separation device was provided at the subsequent stage. Raw water retention time (H
RT) was 15 minutes. In addition, cleaning and recovery water discharged in the semiconductor manufacturing process was mixed with this raw water at a ratio of 50% by volume with respect to the raw water. The TOC of the obtained ultrapure water is shown in Table 1.
Shown in.

【0032】比較例1 原水に回収水を混合せず、上記上向流式生物分解装置に
酢酸ナトリウム(CH3 COONa)を1mg/l(C
として)添加したこと以外は実施例1と同様に処理を行
なった。得られた超純水のTOCを表1に示す。
Comparative Example 1 Sodium acetate (CH 3 COONa) was added to the above-mentioned upflow biodegradation apparatus at 1 mg / l (C
The same treatment as in Example 1 was carried out except that the addition was performed. Table 1 shows the TOC of the obtained ultrapure water.

【0033】[0033]

【表1】 [Table 1]

【0034】表1より明らかなように、本発明の超純水
の製造方法によれば、生物処理工程で有機物の添加を行
なうことなく、有機物を添加した場合と同等の優れた処
理効率にて、TOCが著しく低減された超純水を得るこ
とができる。
As is clear from Table 1, according to the method for producing ultrapure water of the present invention, it is possible to achieve the same excellent treatment efficiency as in the case of adding the organic substance without adding the organic substance in the biological treatment step. , TOC can be remarkably reduced to obtain ultrapure water.

【0035】なお、有機物の添加を行なわず、また、回
収水の混合も行なわずに上記実施例1及び比較例1で得
られた超純水と同等の超純水を製造しようとすると、生
物分解装置のHRTは約30分程度とする必要があっ
た。
If it is attempted to produce ultrapure water equivalent to the ultrapure water obtained in the above-mentioned Example 1 and Comparative Example 1 without adding any organic substance and without mixing the recovered water, the biological The HRT of the decomposition device had to be about 30 minutes.

【0036】[0036]

【発明の効果】以上詳述した通り、本発明の超純水の製
造方法によれば、尿素を含有する市水、地下水、工業用
水を原水として生物処理した後、一次純水製造装置及び
二次純水製造装置に通水して超純水を製造するにあた
り、 生物処理工程において、新たな有機物(C源)の注
入を行なうことなく、尿素分解速度を向上させることが
できる。 より、処理効率の向上、得られる超純水のTOC
のより一層の低減化が図れる。 単一装置で原水中のTOC源(尿素)の分解のみな
らず、回収水中のTOC源をも同時に分解・低減化する
ことができる。 といった効果が奏され、極めて純度の高い超純水を効率
的に製造することが可能とされる。
As described in detail above, according to the method for producing ultrapure water of the present invention, after the city water, groundwater, and industrial water containing urea are biologically treated as raw water, the primary pure water producing apparatus and the secondary water are used. When water is passed through the next pure water producing apparatus to produce ultrapure water, the rate of urea decomposition can be improved in the biological treatment process without injecting new organic matter (C source). Better processing efficiency, TOC of ultrapure water obtained
Can be further reduced. A single device can decompose and reduce not only the TOC source (urea) in raw water but also the TOC source in recovered water. With such an effect, it is possible to efficiently manufacture ultrapure water of extremely high purity.

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

【図1】本発明の超純水の製造方法の実施に好適な超純
水製造装置の一例を示す系統図である。
FIG. 1 is a system diagram showing an example of an ultrapure water production apparatus suitable for carrying out the ultrapure water production method of the present invention.

【符号の説明】[Explanation of symbols]

A 前処理装置 B 一次純水製造装置 C 二次純水製造装置 1 生物処理装置 2 UF又はMF膜分離装置 3 第1RO膜分離装置 4 第2RO膜分離装置 5,8 混床式イオン交換装置 6 タンク 7 低圧紫外線酸化装置 9 UF膜分離装置 10 イオン交換純水装置 11 RO膜分離装置 A Pretreatment device B Primary pure water production device C Secondary pure water production device 1 Biological treatment device 2 UF or MF membrane separation device 3 First RO membrane separation device 4 Second RO membrane separation device 5, 8 Mixed bed ion exchange device 6 Tank 7 Low-pressure UV oxidizer 9 UF membrane separator 10 Ion-exchange pure water device 11 RO membrane separator

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 C02F 3/10 ZAB A ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 5 Identification code Office reference number FI technical display location C02F 3/10 ZAB A

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 原水を、超純水による半導体洗浄回収水
と混合して生物処理した後、一次純水製造装置及び二次
純水製造装置に通水することを特徴とする超純水の製造
方法。
1. A method for producing ultrapure water, comprising mixing raw water with semiconductor cleaning and recovery water using ultrapure water for biological treatment and then passing the water through a primary pure water production apparatus and a secondary pure water production apparatus. Production method.
JP02231293A 1993-02-10 1993-02-10 Ultrapure water production method Expired - Lifetime JP3227863B2 (en)

Priority Applications (1)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP02231293A JP3227863B2 (en) 1993-02-10 1993-02-10 Ultrapure water production method

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JPH06233997A true JPH06233997A (en) 1994-08-23
JP3227863B2 JP3227863B2 (en) 2001-11-12

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ID=12079226

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Country Status (1)

Country Link
JP (1) JP3227863B2 (en)

Cited By (16)

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US5788838A (en) * 1995-09-06 1998-08-04 Sharp Kabushiki Kaisha Ultrapure water production system having pretreatment system for performing both anaerobic and aerobic organism treatments
US6177005B1 (en) 1997-10-09 2001-01-23 Sharp Kabushiki Kaisha System for producing ultrapure water having a TOC density of no more than 0.5 ppb
JP2002336886A (en) * 2001-05-11 2002-11-26 Kurita Water Ind Ltd Ultrapure water production equipment and ultrapure water production method
JP2003190979A (en) * 2001-10-18 2003-07-08 Kurita Water Ind Ltd Ultrapure water production equipment and ultrapure water production method
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Publication number Priority date Publication date Assignee Title
US5788838A (en) * 1995-09-06 1998-08-04 Sharp Kabushiki Kaisha Ultrapure water production system having pretreatment system for performing both anaerobic and aerobic organism treatments
US6177005B1 (en) 1997-10-09 2001-01-23 Sharp Kabushiki Kaisha System for producing ultrapure water having a TOC density of no more than 0.5 ppb
JP2002336886A (en) * 2001-05-11 2002-11-26 Kurita Water Ind Ltd Ultrapure water production equipment and ultrapure water production method
JP2003190979A (en) * 2001-10-18 2003-07-08 Kurita Water Ind Ltd Ultrapure water production equipment and ultrapure water production method
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JP2008049212A (en) * 2006-04-03 2008-03-06 Matsushita Electric Ind Co Ltd Method for purifying soil or groundwater contaminated with volatile organochlorine compounds
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