JPH10216749A - Ultrapure water making apparatus - Google Patents
Ultrapure water making apparatusInfo
- Publication number
- JPH10216749A JPH10216749A JP9022595A JP2259597A JPH10216749A JP H10216749 A JPH10216749 A JP H10216749A JP 9022595 A JP9022595 A JP 9022595A JP 2259597 A JP2259597 A JP 2259597A JP H10216749 A JPH10216749 A JP H10216749A
- Authority
- JP
- Japan
- Prior art keywords
- water
- treated
- organic matter
- ozone
- pure water
- 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
Links
- 239000012498 ultrapure water Substances 0.000 title claims abstract description 57
- 229910021642 ultra pure water Inorganic materials 0.000 title claims abstract description 56
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 295
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 claims abstract description 59
- 230000001590 oxidative effect Effects 0.000 claims abstract description 43
- 238000005349 anion exchange Methods 0.000 claims abstract description 25
- NWUYHJFMYQTDRP-UHFFFAOYSA-N 1,2-bis(ethenyl)benzene;1-ethenyl-2-ethylbenzene;styrene Chemical compound C=CC1=CC=CC=C1.CCC1=CC=CC=C1C=C.C=CC1=CC=CC=C1C=C NWUYHJFMYQTDRP-UHFFFAOYSA-N 0.000 claims abstract description 24
- 239000003729 cation exchange resin Substances 0.000 claims abstract description 20
- 238000011033 desalting Methods 0.000 claims abstract description 12
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 8
- 239000005416 organic matter Substances 0.000 claims description 69
- 238000000909 electrodialysis Methods 0.000 claims description 43
- 239000002351 wastewater Substances 0.000 claims description 43
- 238000004519 manufacturing process Methods 0.000 claims description 37
- 239000000126 substance Substances 0.000 claims description 34
- 238000011084 recovery Methods 0.000 claims description 32
- 239000003957 anion exchange resin Substances 0.000 claims description 13
- 238000002156 mixing Methods 0.000 claims description 13
- 239000007800 oxidant agent Substances 0.000 claims description 13
- 238000003756 stirring Methods 0.000 claims description 13
- 238000010612 desalination reaction Methods 0.000 claims description 12
- 239000007788 liquid Substances 0.000 claims description 12
- 238000010979 pH adjustment Methods 0.000 claims description 8
- 150000001450 anions Chemical class 0.000 abstract description 17
- 239000003513 alkali Substances 0.000 abstract description 15
- 238000005342 ion exchange Methods 0.000 abstract description 8
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 abstract description 4
- 229910052710 silicon Inorganic materials 0.000 abstract description 4
- 239000010703 silicon Substances 0.000 abstract description 4
- 239000004065 semiconductor Substances 0.000 abstract description 3
- 239000011347 resin Substances 0.000 abstract 1
- 229920005989 resin Polymers 0.000 abstract 1
- 238000005406 washing Methods 0.000 abstract 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 26
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 description 18
- 239000012528 membrane Substances 0.000 description 16
- 230000003647 oxidation Effects 0.000 description 16
- 238000007254 oxidation reaction Methods 0.000 description 16
- 238000006864 oxidative decomposition reaction Methods 0.000 description 11
- FAPWRFPIFSIZLT-UHFFFAOYSA-M Sodium chloride Chemical compound [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 description 10
- 238000001914 filtration Methods 0.000 description 10
- 239000011734 sodium Substances 0.000 description 9
- 150000001768 cations Chemical class 0.000 description 8
- 238000001223 reverse osmosis Methods 0.000 description 7
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 description 6
- 239000007789 gas Substances 0.000 description 5
- 239000012535 impurity Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 239000011780 sodium chloride Substances 0.000 description 5
- 238000011144 upstream manufacturing Methods 0.000 description 5
- 230000002378 acidificating effect Effects 0.000 description 4
- 229920001429 chelating resin Polymers 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 4
- 238000000354 decomposition reaction Methods 0.000 description 4
- 238000002347 injection Methods 0.000 description 4
- 239000007924 injection Substances 0.000 description 4
- 239000003456 ion exchange resin Substances 0.000 description 4
- 229920003303 ion-exchange polymer Polymers 0.000 description 4
- 150000007524 organic acids Chemical class 0.000 description 4
- 238000009849 vacuum degassing Methods 0.000 description 4
- 238000004065 wastewater treatment Methods 0.000 description 4
- CSCPPACGZOOCGX-UHFFFAOYSA-N Acetone Chemical compound CC(C)=O CSCPPACGZOOCGX-UHFFFAOYSA-N 0.000 description 3
- KFZMGEQAYNKOFK-UHFFFAOYSA-N Isopropanol Chemical compound CC(C)O KFZMGEQAYNKOFK-UHFFFAOYSA-N 0.000 description 3
- OKKJLVBELUTLKV-UHFFFAOYSA-N Methanol Chemical compound OC OKKJLVBELUTLKV-UHFFFAOYSA-N 0.000 description 3
- 230000002411 adverse Effects 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 238000005341 cation exchange Methods 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 3
- 239000008367 deionised water Substances 0.000 description 3
- 229910021641 deionized water Inorganic materials 0.000 description 3
- 238000000502 dialysis Methods 0.000 description 3
- 238000007599 discharging Methods 0.000 description 3
- 239000003925 fat Substances 0.000 description 3
- 150000002500 ions Chemical class 0.000 description 3
- 230000007246 mechanism Effects 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 235000012431 wafers Nutrition 0.000 description 3
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- KRHYYFGTRYWZRS-UHFFFAOYSA-N Fluorane Chemical compound F KRHYYFGTRYWZRS-UHFFFAOYSA-N 0.000 description 2
- 239000002253 acid Substances 0.000 description 2
- 239000003011 anion exchange membrane Substances 0.000 description 2
- 230000003749 cleanliness Effects 0.000 description 2
- 239000012141 concentrate Substances 0.000 description 2
- 238000007872 degassing Methods 0.000 description 2
- 239000008235 industrial water Substances 0.000 description 2
- 239000003014 ion exchange membrane Substances 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 239000011368 organic material Substances 0.000 description 2
- 238000000108 ultra-filtration Methods 0.000 description 2
- -1 F − Chemical class 0.000 description 1
- 230000005587 bubbling Effects 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 239000012459 cleaning agent Substances 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000002242 deionisation method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 229910000000 metal hydroxide Inorganic materials 0.000 description 1
- 150000004692 metal hydroxides Chemical class 0.000 description 1
- 229910021645 metal ion Inorganic materials 0.000 description 1
- 235000005985 organic acids Nutrition 0.000 description 1
- 229920002647 polyamide Polymers 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/124—Water desalination
Landscapes
- Separation Using Semi-Permeable Membranes (AREA)
- Treatment Of Water By Ion Exchange (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
- Water Treatment By Electricity Or Magnetism (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、例えば半導体産業
におけるシリコンウエハの洗浄等に用いられる超純水、
火力発電所や原子力発電所の復水の補給水、医薬品製造
業等で用いられる純水、超純水等の製造装置に関し、さ
らに詳述すると、被処理水にアルカリ性条件下でオゾン
を添加する有機物酸化装置を用いることにより、有機物
を含む被処理水中の有機物除去を行う経路(例えば回収
系や二次純水系)における有機物除去の効率化を図った
超純水製造装置に関する。なお、本明細書においては、
一般には必ずしも明確に定義分けされていない純水、超
純水等の語で説明される高純度な水を総称して「超純
水」という。The present invention relates to ultrapure water used for cleaning silicon wafers in the semiconductor industry, for example.
Regarding equipment for producing condensed water for condensate of thermal power plants and nuclear power plants, pure water and ultrapure water used in the pharmaceutical manufacturing industry, etc., more specifically, ozone is added to treated water under alkaline conditions. The present invention relates to an ultrapure water production apparatus that uses an organic matter oxidizing apparatus to improve the efficiency of organic matter removal in a path (for example, a recovery system or a secondary pure water system) that removes organic matter in treated water containing organic matter. In this specification,
In general, high-purity water described by terms such as pure water and ultrapure water, which are not necessarily clearly defined, is collectively referred to as “ultrapure water”.
【0002】[0002]
【従来の技術】シリコンウエハの洗浄等に用いられる超
純水の製造装置は、一般に、図6に示すように、一次純
水系2、二次純水系(サブシステム)4及び排水回収系
の一部をなす純水用排水回収系6を備えている。一次純
水系2は、例えば逆浸透膜装置、真空脱気装置、イオン
交換装置などを備えた経路であり、市水、工業用水等の
原水中に含まれる懸濁物質及び有機物の一部が前処理系
(図示せず)で除去された後、その処理水8が一次純水
系2に供給される。二次純水系4は、例えば紫外線酸化
装置、カートリッジポリッシャ、限外濾過膜装置などを
備えた経路であり、一次純水系2の処理水3(一次純
水)が純水貯槽10を経由して二次純水系4に供給され
る。二次純水系4で得られた超純水12の一部は使用場
所14に送られて使用され、残部は純水貯槽10に循環
される。純水用排水回収系6は、例えば活性炭濾過装
置、イオン交換装置、紫外線酸化装置などを備えた経路
であり、使用場所14で超純水を使用することにより生
じた排水16の処理を行う。純水用排水回収系6の処理
水18は、一次純水系2に戻されて再利用される。2. Description of the Related Art As shown in FIG. 6, an apparatus for producing ultrapure water used for cleaning a silicon wafer or the like generally includes a primary pure water system 2, a secondary pure water system (subsystem) 4, and a wastewater recovery system. A pure water drainage recovery system 6 is provided. The primary pure water system 2 is a path provided with, for example, a reverse osmosis membrane device, a vacuum deaerator, an ion exchange device, and the like, and a part of suspended substances and organic substances contained in raw water such as city water and industrial water is used. After being removed by a treatment system (not shown), the treated water 8 is supplied to the primary pure water system 2. The secondary pure water system 4 is a path provided with, for example, an ultraviolet oxidation device, a cartridge polisher, an ultrafiltration membrane device, and the like. It is supplied to the secondary pure water system 4. Part of the ultrapure water 12 obtained in the secondary pure water system 4 is sent to a use place 14 for use, and the remainder is circulated to a pure water storage tank 10. The pure water wastewater recovery system 6 is a path provided with, for example, an activated carbon filtration device, an ion exchange device, an ultraviolet oxidation device, and the like, and performs a treatment of the wastewater 16 generated by using ultrapure water at the use place 14. The treated water 18 of the pure water drainage recovery system 6 is returned to the primary pure water system 2 and reused.
【0003】なお、一般的な超純水製造装置では、使用
場所14から排出された超純水の排水16を処理する排
水回収系として、適当な処理を施してから一次純水系に
戻す前記純水用排水回収系6の外に、排水の清浄度に応
じて、何ら処理を施すことなく直接一次純水系に戻す経
路、適当な処理を施してから雑用水として使用する経路
(雑用水用排水回収系)、及び、適当な処理を施してか
ら放流する経路(廃水処理系)を備えている。[0003] In a general ultrapure water producing apparatus, as a wastewater recovery system for treating the ultrapure water wastewater 16 discharged from the place of use 14, the above pure water is returned to the primary pure water system after being appropriately treated. Depending on the cleanliness of the wastewater, a route to return directly to the primary pure water system without any treatment, or a route to be used as miscellaneous water after appropriate treatment (drainage for miscellaneous water) (Recovery system), and a route (wastewater treatment system) for discharging after appropriate treatment.
【0004】[0004]
【発明が解決しようとする課題】半導体産業におけるシ
リコンウエハ等の洗浄工程では、イソプロピルアルコー
ル、メタノール、アセトン等の有機系洗浄剤が使用され
るため、使用場所からの超純水を使用することにより生
じた排水中には微量の有機物が含まれているのが通常で
あるが、この使用場所からの排水は、市水、工業用水等
に比べて不純物の濃度が極めて低い。したがって、超純
水製造装置の純水用排水回収系で使用場所からの排水中
の有機物濃度をできるだけ低くし、その処理水を一次純
水系に戻せば、純度の高い超純水を得る点で非常に有利
になる。そのため、純水用排水回収系では、被処理水中
から有機物を可能な限り除去することが望まれている。In the process of cleaning silicon wafers and the like in the semiconductor industry, since organic cleaning agents such as isopropyl alcohol, methanol, and acetone are used, ultrapure water from the place of use is used. The generated wastewater usually contains a trace amount of organic matter, but the wastewater from this place of use has an extremely low impurity concentration as compared with city water, industrial water and the like. Therefore, if the organic matter concentration in the wastewater from the place of use is reduced as much as possible in the pure water wastewater recovery system of the ultrapure water production equipment and the treated water is returned to the primary pure water system, high purity ultrapure water can be obtained. It will be very advantageous. Therefore, in the wastewater recovery system for pure water, it is desired to remove organic substances as much as possible from the water to be treated.
【0005】この場合、純水用排水回収系における有機
物の除去方法としては、従来、被処理水(超純水を使用
することにより生じた排水)に酸化剤であるオゾン又は
過酸化水素を添加し、さらに上記オゾン又は過酸化水素
を含有する被処理水に紫外線を照射して有機物を酸化分
解する方法が知られている。[0005] In this case, as a method of removing organic substances in the pure water wastewater recovery system, conventionally, ozone or hydrogen peroxide as an oxidizing agent is added to the water to be treated (the wastewater generated by using ultrapure water). Further, a method is known in which the water to be treated containing ozone or hydrogen peroxide is irradiated with ultraviolet rays to oxidatively decompose organic substances.
【0006】しかし、この方法においては、有機物の分
解速度が遅いため処理時間が長くかかり、処理効率が悪
いという欠点があった。また、高圧紫外線ランプを使用
するため装置が大型化する上、紫外線ランプの交換費用
や電気代等のランニングコストが増大し、経済的に不利
であった。However, this method has a drawback that the processing time is long because the decomposition rate of organic substances is low and the processing efficiency is low. In addition, the use of a high-pressure ultraviolet lamp increases the size of the apparatus, increases the cost of replacing the ultraviolet lamp, and increases running costs such as electricity costs, which is economically disadvantageous.
【0007】本発明は、上記事情に鑑みてなされたもの
で、被処理水中の有機物除去を行う経路における有機物
除去の効率化を図った超純水製造装置を提供することを
目的とする。The present invention has been made in view of the above circumstances, and an object of the present invention is to provide an ultrapure water production apparatus which can efficiently remove organic substances in a path for removing organic substances from water to be treated.
【0008】[0008]
【課題を解決するための手段】本発明者らは、被処理水
にアルカリ性条件下でオゾンを添加する有機物酸化装置
を用いて有機物を含む被処理水の処理を行った場合、紫
外線照射を行うことなく被処理水中の有機物を効率的に
除去できることを知見した。この装置においては、オゾ
ンとアルカリとの反応によって生じるヒドロキシラジカ
ルによって有機物が酸化分解されるものである。Means for Solving the Problems The inventors of the present invention irradiate ultraviolet rays when the water to be treated containing organic substances is treated using an organic oxidation apparatus for adding ozone to the water to be treated under alkaline conditions. It has been found that the organic matter in the water to be treated can be efficiently removed without any treatment. In this apparatus, organic substances are oxidized and decomposed by hydroxy radicals generated by the reaction between ozone and alkali.
【0009】しかし、前述した有機物酸化装置では、フ
ッ酸等の酸を含み通常は酸性になっている使用場所から
の超純水を使用することにより生じた排水をアルカリ性
にするために、該排水中にアルカリ剤としてNaOH等
の金属水酸化物を添加するが、これにより新たに被処理
水中に金属イオンを添加することになり、後段のイオン
交換装置の負荷が増大するとともに、薬品コストが嵩む
という問題があった。However, in the above-described organic oxidation apparatus, the wastewater generated by using ultrapure water from a place of use which is usually acidic and contains an acid such as hydrofluoric acid is made alkaline, so that the wastewater is oxidized. A metal hydroxide such as NaOH is added as an alkaline agent into the water, but this adds new metal ions to the water to be treated, which increases the load on the subsequent ion exchange apparatus and increases the chemical cost. There was a problem.
【0010】これに対し、本発明者らは、前記問題を解
消するための検討を行った結果、下記の知見を得た。 前述した有機物酸化装置では、被処理水をアルカリ性
にする目的で被処理水中にアルカリ剤を添加するため、
処理水中には被処理水中にもともと含まれていた陽イオ
ンと共にアルカリ剤に由来する陽イオンが漏出する。そ
こで、有機物酸化装置の処理水を脱塩室に陽イオン交換
樹脂を単独で充填した電気透析装置に通水すれば、被処
理水中に存在するほぼ全ての陽イオンが濃縮水中に移行
するとともに、被処理水中の陰イオンが濃縮水中に移行
しにくくなる結果、濃縮室にはアルカリ性の濃縮水が得
られ、したがってこの濃縮水を有機物酸化装置の被処理
水に添加してそのpH調整に使用することにより、該被
処理水への外部からのアルカリ剤の添加量を低減できる
ことを知見した。On the other hand, the inventors of the present invention have conducted studies for solving the above-mentioned problems, and have obtained the following findings. In the organic matter oxidizing apparatus described above, an alkali agent is added to the water to be treated in order to make the water to be treated alkaline.
Cations derived from the alkaline agent leak into the treated water together with the cations originally contained in the treated water. Therefore, if the treated water of the organic matter oxidizing device is passed through an electrodialysis device filled with a cation exchange resin alone in the desalting chamber, almost all the cations present in the water to be treated move to the concentrated water, As a result that anions in the water to be treated hardly migrate into the concentrated water, alkaline concentrated water is obtained in the concentration chamber. Therefore, this concentrated water is added to the water to be treated in the organic matter oxidizer and used for pH adjustment. Thereby, it has been found that the amount of an externally added alkali agent to the water to be treated can be reduced.
【0011】前述した有機物酸化装置では、被処理水
中にイオン性不純物、特にCl-、F-、SO4 2-等の陰
イオン性不純物が含まれていると有機物の酸化分解反応
が阻害され、有機物の除去効率が低下する。また、前述
した有機物酸化装置ではNH4 +の酸化によってNO3 -、
NO2 -が生成するが、これらも有機物の酸化分解反応を
阻害する。したがって、で述べたように電気透析装置
の濃縮水を有機物酸化装置の被処理水に添加する際に
は、この濃縮水中にCl-、F-、SO4 2-等の陰イオン
性不純物や有機物酸化装置で生じたNO3 -、NO2 -が含
まれることは好ましくない。この場合、陽イオン交換樹
脂を単独で充填した電気透析装置では陰イオンが濃縮水
中に移行しにくくなるとはいっても、陰イオンがある程
度濃縮水中に移行することは避けられない。そこで、有
機物酸化装置の処理水を陽イオン交換樹脂を充填した電
気透析装置の上流側でOH形の強塩基性陰イオン交換樹
脂を用いた陰イオン交換装置に通水すれば、この陰イオ
ン交換装置でCl-、F-、SO 4 2-、NO3 -、NO2 -等
を大部分除去し、これらが電気透析装置の濃縮水中に移
行することを抑制できることを知見した。In the above-described organic oxidation apparatus, the water to be treated is
Ionic impurities, especially Cl-, F-, SOFour 2-Etc. shade
Oxidative decomposition reaction of organic matter when ionic impurities are contained
, And the efficiency of removing organic substances decreases. Also,
In the organic matter oxidation deviceFour +NO by oxidation ofThree -,
NOTwo -Are generated, and these also cause the oxidative decomposition reaction of organic substances.
Inhibit. Therefore, as mentioned in the electrodialysis machine
When adding the concentrated water of
Indicates that Cl-, F-, SOFour 2-Etc. anions
NO generated by organic impurities and organic oxidation equipmentThree -, NOTwo -Contains
It is not desirable to be left. In this case, the cation exchange tree
In an electrodialysis machine filled with fat alone, anions are concentrated water
Although it is difficult to move inside, the more anions are
It is inevitable to move into concentrated water. Therefore,
The treated water of the equipment oxidation equipment is charged with cation exchange resin.
Strongly basic anion-exchange tree in OH form upstream of the gas dialysis machine
By passing water through an anion exchange device using fat,
Cl in the exchange unit-, F-, SO Four 2-, NOThree -, NOTwo -etc
And remove them to the concentrated water of the electrodialyzer.
It has been found that it is possible to suppress the execution.
【0012】本発明は、上記知見に基づいてなされたも
ので、超純水製造装置の有機物除去を行う経路に、被処
理水にアルカリ性条件下でオゾンを添加することにより
該被処理水中に含まれる有機物を酸化分解する有機物酸
化装置と、OH形の強塩基性陰イオン交換樹脂を用いた
陰イオン交換装置と、脱塩室に陽イオン交換樹脂が充填
された電気透析装置とを、被処理水をこの順序に通水す
るように設置するとともに、電気透析装置の濃縮室から
得られるアルカリ性濃縮水を有機物酸化装置の被処理水
に添加して該被処理水のpH調整に使用することを特徴
とする超純水製造装置を提供する。The present invention has been made on the basis of the above-mentioned findings, and includes the addition of ozone under alkaline conditions to the water to be treated in the ultrapure water production system in a path for removing organic substances. An organic matter oxidizer that oxidizes and decomposes organic matter, an anion exchanger using a strong basic anion exchange resin in the OH form, and an electrodialysis apparatus in which a desalination chamber is filled with a cation exchange resin are processed. Water is installed so as to pass in this order, and alkaline concentrated water obtained from the concentration chamber of the electrodialyzer is added to the water to be treated in the organic matter oxidizer and used for pH adjustment of the water to be treated. An ultrapure water production apparatus is provided.
【0013】本発明の超純水製造装置は、有機物、特に
微量の有機物を含む被処理水中の有機物除去を行う経
路、例えば排水回収系の純水用排水回収系や二次純水系
に、前述した有機物酸化装置、陰イオン交換装置及び電
気透析装置を設置したものである。[0013] The ultrapure water production apparatus of the present invention is provided with a path for removing organic substances, particularly organic substances in the water to be treated containing a trace amount of organic substances, such as a wastewater recovery system for pure water and a secondary pure water system. An organic oxidation device, an anion exchange device and an electrodialysis device were installed.
【0014】この場合、有機物酸化装置の構成に限定は
ないが、下記、の条件の一方、特に両方を備えたも
のであることが好ましい。 気液撹拌混合手段によって被処理水にオゾンを添加す
ること。 被処理水のpHが9.7以上のアルカリ性条件下で被
処理水にオゾンを添加すること。In this case, the structure of the organic matter oxidizing apparatus is not limited, but it is preferable that the apparatus satisfies one of the following conditions, especially both. Ozone is added to the water to be treated by gas-liquid stirring and mixing means. Ozone is added to the water to be treated under alkaline conditions where the pH of the water to be treated is 9.7 or more.
【0015】すなわち、被処理水にオゾンを添加する場
合、オゾンは水に対する溶解性が低いため、散気板を用
いるバブリングでは水に十分に溶解せず、有機物の酸化
分解反応が効率良く行われにくいが、気液撹拌混合手段
を用いれば被処理水にオゾンを十分に溶解させることが
でき、有機物の酸化分解反応が効率的に行われる。した
がって、有機物酸化装置としてはの条件を備えること
が好ましい。That is, when ozone is added to the water to be treated, ozone has low solubility in water, so that it is not sufficiently dissolved in water by bubbling using a diffuser plate, and the oxidative decomposition reaction of organic substances is efficiently performed. Although it is difficult, ozone can be sufficiently dissolved in the water to be treated by using the gas-liquid stirring and mixing means, and the oxidative decomposition reaction of organic substances is efficiently performed. Therefore, it is preferable that the organic material oxidizing device has the following conditions.
【0016】ここで、気液撹拌混合手段とは、気体と液
体とを撹拌しながら混同して、液体中に気体を溶解させ
る手段をいう。このような手段を用いたオゾン溶解方法
としては、例えば、回転翼を備えたポンプの吸引側に被
処理水及びオゾンを導入し、回転翼の回転により被処理
水とオゾンを撹拌混合し、この撹拌混合により被処理水
中にオゾンを溶解せしめ、このオゾンを溶解した被処理
水をポンプの吐出側に連結された配管を通して処理系に
送液するという方法(オゾン溶解ポンプ)や、上記ポン
プに代えてエゼクター等で加圧水流を供給し、この水流
の動きで被処理水とオゾンとを撹拌混合し、被処理水中
にオゾンを溶解させる方法等がある。また、配管の途中
に密閉容器を形成し、この密閉容器の内部に回転翼を備
えた攪拌機構を有したラインミキサー等も用いることが
できる。Here, the gas-liquid stirring and mixing means means means for mixing a gas and a liquid while stirring them to dissolve the gas in the liquid. As a method for dissolving ozone using such a means, for example, water to be treated and ozone are introduced into the suction side of a pump equipped with a rotating blade, and the water to be treated and ozone are stirred and mixed by rotation of the rotating blade. Ozone is dissolved in the water to be treated by stirring and mixing, and the water to be treated in which the ozone is dissolved is sent to the treatment system through a pipe connected to the discharge side of the pump (ozone dissolving pump). Then, a pressurized water flow is supplied by an ejector or the like, and the water to be treated and ozone are stirred and mixed by the movement of the water flow to dissolve ozone in the water to be treated. Further, a line mixer having a stirring mechanism provided with a rotating blade inside a sealed container formed with a sealed blade in the middle of the pipe can also be used.
【0017】また、図5は有機物を含む水(TOC濃度
2000ppb)を複数用意し、それぞれにアルカリを
加えて種々の異なったpHに調整するとともに、オゾン
を9.6ppm添加して、有機物の酸化分解の程度が初
期pH値によってどのように変わるかを見たものであ
る。グラフの縦軸におけるTOCはオゾン反応10分後
の残留TOCを示す。同図によれば、pH9.7以上、
特にpH9.7〜11.0、中でもpH10.0〜1
0.5の範囲で有機物の分解速度が大きいことがわか
る。したがって、有機物酸化装置としてはの条件を備
えることが好ましい。FIG. 5 shows the preparation of a plurality of waters containing organic substances (TOC concentration of 2000 ppb), the addition of alkali to each of them to adjust the pH to various values, and the addition of 9.6 ppm of ozone to oxidize the organic substances. This shows how the degree of decomposition changes depending on the initial pH value. TOC on the vertical axis of the graph indicates the residual TOC after 10 minutes from the ozone reaction. According to the figure, pH 9.7 or more,
Especially pH 9.7 to 11.0, especially pH 10.0 to 1
It can be seen that the decomposition rate of organic matter is high in the range of 0.5. Therefore, it is preferable that the organic material oxidizing device has the following conditions.
【0018】本発明に用いる有機物酸化装置では、被処
理水のpH調整を行った後に被処理水へのオゾン溶解を
行ってもよく、被処理水へのオゾン溶解を行った後に被
処理水のpH調整を行ってもよく、被処理水のpH調整
と被処理水へのオゾン溶解とを同時に行ってもよい。被
処理水にアルカリ性条件下でオゾンを添加すると、被処
理水中の有機物の酸化分解反応は直ちに開始するが、被
処理水を加熱することにより、有機物の酸化分解速度を
速めることができる。In the organic matter oxidation apparatus used in the present invention, the pH of the water to be treated may be adjusted before dissolving ozone in the water to be treated. The pH may be adjusted, and the pH adjustment of the water to be treated and the ozone dissolution in the water to be treated may be performed simultaneously. When ozone is added to the water to be treated under alkaline conditions, the oxidative decomposition reaction of the organic matter in the water to be treated starts immediately. However, by heating the water to be treated, the oxidative decomposition rate of the organic matter can be increased.
【0019】本発明において、陰イオン交換装置として
は、OH形の強塩基性陰イオン交換樹脂を使用したもの
を用いる。これは、被処理水中に含まれるCl-、F-、
SO 4 2-、NO3 -、NO2 -等をアルカリ性条件下で良好
に除去するためである。この場合、上記陰イオン交換樹
脂としては、例えば、アンバーライト(登録商標、以下
同様)IRA−402、IRA−402BL、IRA−
400等を用いることができる。In the present invention, as an anion exchange device,
Is the one using strong basic anion exchange resin in OH form
Is used. This is due to the Cl contained in the water to be treated.-, F-,
SO Four 2-, NOThree -, NOTwo -Good under alkaline conditions
In order to remove it. In this case, the anion exchange tree
As fats, for example, Amberlite (registered trademark, below)
IRA-402, IRA-402BL, IRA-
400 or the like can be used.
【0020】なお、本発明のように有機物酸化装置の下
流側に陰イオン交換装置を設けると、有機物酸化装置で
有機物が二酸化炭素まで分解されなかったときでも、有
機物酸化装置で有機物がイオン性物質である有機酸にま
で分解されていれば、下流側の陰イオン交換装置で上記
イオン性物質が除去されるため、全体として有機物が効
率的に除去される。If an anion exchange device is provided downstream of the organic matter oxidizing apparatus as in the present invention, even when the organic matter is not decomposed into carbon dioxide by the organic matter oxidizing apparatus, the organic matter is converted into an ionic substance by the organic matter oxidizing apparatus. If the organic acid is decomposed into the organic acid, the ionic substance is removed by the anion exchange device on the downstream side, so that the organic matter is efficiently removed as a whole.
【0021】また、本発明において、電気透析装置とし
ては、対向配置した電極対の間に複複数の陽イオン交換
膜と陰イオン交換膜とを交互に配列して脱塩室及び濃縮
室を交互に形成し、脱塩水を生成する脱塩室に陽イオン
交換樹脂を単独で充填したものを使用する。これによ
り、濃縮室からアルカリ性の濃縮水を得ることができる
(この点については後述)。陽イオン交換樹脂の種類に
限定はなく、強酸性陽イオン交換樹脂、弱酸性陽イオン
交換樹脂のいずれでも用いることができる。また、陽イ
オン交換樹脂の形態は、粒状、繊維状等の任意のものを
選択することができる。In the present invention, as the electrodialysis apparatus, a plurality of cation exchange membranes and anion exchange membranes are alternately arranged between the opposed electrode pairs, and the desalting chamber and the concentration chamber are alternately arranged. And a cation exchange resin alone filled in a desalination chamber for producing desalinated water. Thereby, alkaline concentrated water can be obtained from the concentration chamber (this point will be described later). The type of the cation exchange resin is not limited, and either a strongly acidic cation exchange resin or a weakly acidic cation exchange resin can be used. In addition, the form of the cation exchange resin may be any one such as granular or fibrous.
【0022】本発明では、電気透析装置のアルカリ性濃
縮水を有機物酸化装置の被処理水に添加して該被処理水
のpH調整に使用する。この場合、可能であれば電気透
析装置の濃縮水の添加のみによって有機物酸化装置の被
処理水のpHを適当な値に調整すればよく、それが可能
でなければ有機物酸化装置の被処理水に電気透析装置の
濃縮水と共に外部からアルカリ剤を添加すればよい。な
お、有機物酸化装置の被処理水は、前述したように、p
H9.7以上、特にpH9.7〜11.0、中でもpH
10.0〜10.5の範囲に調整することが好ましい。
また、電気透析装置のアルカリ性濃縮水は、必要に応
じ、その全量を有機物酸化装置の被処理水に添加しても
よく、一部のみを添加してもよい。In the present invention, the alkaline concentrated water of the electrodialyzer is added to the water to be treated of the organic matter oxidizer and used for adjusting the pH of the water to be treated. In this case, if possible, the pH of the water to be treated in the organic matter oxidizing apparatus may be adjusted to an appropriate value only by adding the concentrated water of the electrodialysis apparatus. An alkaline agent may be added from the outside together with the concentrated water of the electrodialysis device. The water to be treated in the organic matter oxidizing apparatus is p
H 9.7 or more, especially pH 9.7 to 11.0, especially pH
It is preferable to adjust to a range of 10.0 to 10.5.
Further, the entire amount of the alkaline concentrated water of the electrodialysis apparatus may be added to the water to be treated of the organic matter oxidizing apparatus, or only a part thereof may be added as necessary.
【0023】本発明の超純水製造装置では、有機物酸化
装置の下流側に、被処理水中のオゾンを分解するオゾン
分解手段を設けることができる。これにより、有機物酸
化装置の処理水中に残存するオゾンが後段のイオン交換
装置等に悪影響を及ぼすことを防止できる。オゾン分解
手段としては、例えば、被処理水を活性炭に通水してオ
ゾンを還元分解する手段、被処理水に還元剤を注入して
オゾンを還元分解する手段等が挙げられる。なお、オゾ
ン分解手段は、有機物酸化装置の直後に設置すること
が、オゾンが後段の装置に悪影響を及ぼすことを防止す
る点で好ましい。In the apparatus for producing ultrapure water of the present invention, an ozone decomposing means for decomposing ozone in the water to be treated can be provided downstream of the organic matter oxidizing apparatus. Thereby, it is possible to prevent ozone remaining in the treated water of the organic matter oxidizing apparatus from adversely affecting the subsequent ion exchange apparatus and the like. Examples of the ozone decomposing means include a means for reducing the decomposition of ozone by passing treated water through activated carbon, and a means for reducing and decomposing ozone by injecting a reducing agent into the treated water. The ozone decomposing means is preferably provided immediately after the organic oxidizing device in order to prevent ozone from adversely affecting the subsequent device.
【0024】なお、本発明の超純水製造装置では、有機
物酸化装置の下流側に、脱気装置を設けることができ
る。脱気装置は、本来被処理水中の溶存酸素を除去する
装置であるが、溶存酸素が被処理水中から除去される際
に被処理水中に存在する揮発性の有機物も一部除去され
る。したがって、有機物酸化装置の下流側に脱気装置を
設けることにより、有機物濃度がさらに低減した処理水
を得ることができる。脱気装置としては、例えば、真空
脱気装置、膜脱気装置等を用いることができる。膜脱気
装置とは、気体透過膜で仕切られた一方の室に被処理水
を流すとともに、他方の室を減圧することにより、被処
理水中に含まれるガスを気体透過膜を通して他方の室に
移行させて除去する装置である。In the ultrapure water producing apparatus of the present invention, a deaerator can be provided downstream of the organic matter oxidizing apparatus. The deaerator is originally a device for removing dissolved oxygen in the water to be treated, but also removes a part of volatile organic substances present in the water to be treated when the dissolved oxygen is removed from the water to be treated. Therefore, by providing the deaerator on the downstream side of the organic matter oxidizing apparatus, it is possible to obtain treated water having a further reduced organic matter concentration. As the deaerator, for example, a vacuum deaerator, a membrane deaerator or the like can be used. Membrane deaerator is a system in which water to be treated flows into one chamber partitioned by a gas-permeable membrane, and the other chamber is decompressed to allow gas contained in the water to be treated to pass through the gas-permeable membrane to the other chamber. It is a device that moves and removes.
【0025】本発明の超純水製造装置は、有機物酸化装
置、陰イオン交換装置及び電気透析装置を排水回収系の
純水用排水回収系に設置し、電気透析装置の濃縮室から
得られるアルカリ性濃縮水を有機物酸化装置の被処理水
に添加して該被処理水のpH調整に使用するとともに、
電気透析装置の脱塩室から得られる脱塩水を一次純水系
に導入することができる。なお、有機物酸化装置、陰イ
オン交換装置及び電気透析装置を設置するのは、廃水処
理系を設けず、使用場所からの超純水の排水を放流する
ことなく超純水の原水又は雑用水として再利用するよう
にしたクローズドシステムの超純水製造装置の純水用排
水回収系でもよい。このようにすると、純水用排水回収
系において被処理水中から有機物を高度に除去すること
ができるため、その処理水を再利用することにより純度
の高い超純水を得ることができる。この場合、本発明の
超純水製造装置では、陰イオン交換装置で被処理水中の
陰イオンを除去し、また電気透析装置では濃縮水中に陽
イオンが移行するので、電気透析装置の脱塩水中のイオ
ン濃度が低い。したがって、電気透析装置の脱塩水を一
次純水系に導入する場合、一次純水系のイオン交換装置
(例えば2床3塔式純水製造装置)より下流側に該脱塩
水を導入しても問題はなく、これにより一次純水系のイ
オン交換装置の負荷を低減することができる。In the ultrapure water production apparatus of the present invention, an organic matter oxidizing apparatus, an anion exchange apparatus and an electrodialysis apparatus are installed in a pure water wastewater recovery system of a wastewater recovery system, and alkaline water obtained from a concentration chamber of the electrodialysis apparatus is obtained. The concentrated water is added to the water to be treated in the organic matter oxidizing apparatus and used for pH adjustment of the water to be treated,
Demineralized water obtained from the desalting chamber of the electrodialysis device can be introduced into the primary pure water system. In addition, the organic matter oxidizer, anion exchanger and electrodialyzer are installed without using a wastewater treatment system and without discharging ultrapure water wastewater from the place of use as raw water or miscellaneous water of ultrapure water. It may be a pure water drainage recovery system of a closed system ultrapure water production apparatus that is reused. By doing so, organic matter can be highly removed from the water to be treated in the wastewater recovery system for pure water, so that highly purified ultrapure water can be obtained by reusing the treated water. In this case, in the ultrapure water production apparatus of the present invention, anions in the water to be treated are removed by the anion exchange apparatus, and cations are transferred to the concentrated water in the electrodialysis apparatus. Ion concentration is low. Therefore, when the demineralized water from the electrodialysis apparatus is introduced into the primary pure water system, there is no problem even if the demineralized water is introduced downstream from the primary pure water system ion exchanger (eg, a two-bed, three-column pure water production system). However, this makes it possible to reduce the load on the primary pure water-based ion exchange device.
【0026】[0026]
【発明の実施の形態】図1は本発明に係る超純水製造装
置の一実施形態例を示す一部省略フロー図である。図1
の装置において、22は前処理系、24は一次純水系、
26は純水用排水回収系を示す。前処理系22には、凝
集濾過装置(F)及び活性炭濾過装置(CF)が設置さ
れている。一次純水系24には、上流側から下流側にか
けて活性炭濾過装置(CF)28、2床3塔式純水製造
装置(2B3T)30、混床式純水製造装置(MBP)
32、真空脱気塔(VD)34及び逆浸透膜装置(R
O)36が順次設置されている。回収系26には、上流
側から下流側にかけて有機物酸化装置38、活性炭濾過
装置(CF)40、OH形の強塩基性陰イオン交換樹脂
を用いた陰イオン交換装置(AER)42、脱塩室に陽
イオン交換樹脂が充填された電気透析装置(EDI)4
4が順次設置されている。また、回収系26には、電気
透析装置44のアルカリ性濃縮水を有機物酸化装置38
の被処理水に添加するための濃縮水導入管45が設けら
れている。FIG. 1 is a partially omitted flowchart showing an embodiment of an ultrapure water production apparatus according to the present invention. FIG.
22 is a pretreatment system, 24 is a primary pure water system,
Reference numeral 26 denotes a pure water drainage recovery system. The pretreatment system 22 is provided with a coagulation filtration device (F) and an activated carbon filtration device (CF). In the primary pure water system 24, from the upstream side to the downstream side, an activated carbon filtration device (CF) 28, a two-bed three-column pure water production device (2B3T) 30, a mixed-bed pure water production device (MBP)
32, vacuum degassing tower (VD) 34 and reverse osmosis membrane device (R
O) 36 are sequentially installed. The recovery system 26 includes, from the upstream side to the downstream side, an organic matter oxidation device 38, an activated carbon filtration device (CF) 40, an anion exchange device (AER) 42 using an OH-type strong basic anion exchange resin, a desalination chamber. Dialysis machine (EDI) 4 filled with cation exchange resin
4 are sequentially installed. In the recovery system 26, the alkaline concentrated water of the electrodialyzer 44 is supplied to the organic matter oxidizer 38.
A concentrated water introduction pipe 45 for adding to the water to be treated is provided.
【0027】本装置において、前処理系22の処理水
は、タンク46に貯留された後、一次純水系24に導入
される。一次純水系24の処理水は二次純水系(図示せ
ず)に送られ、二次純水系で製造された超純水は使用場
所(図示せず)に供給される。使用場所で超純水を使用
することにより生じた排水は、タンク48に送られ、さ
らに純水用排水回収系26で処理された後、一次純水系
24の2床3塔式純水製造装置30の下流側に送られて
再利用される。なお、本例の超純水製造装置において、
純水用排水回収系26の活性炭濾過装置40は前述した
有機物酸化装置の下流側のオゾン分解手段に該当し、一
次純水系24の真空脱気塔34は前述した有機物酸化装
置の下流側の脱気装置に該当する。In this apparatus, the treated water of the pretreatment system 22 is introduced into the primary pure water system 24 after being stored in a tank 46. The treated water in the primary pure water system 24 is sent to a secondary pure water system (not shown), and the ultrapure water produced in the secondary pure water system is supplied to a place of use (not shown). The wastewater generated by using the ultrapure water at the place of use is sent to a tank 48 and further treated in a wastewater recovery system 26 for pure water. It is sent downstream of 30 and reused. In addition, in the ultrapure water production apparatus of this example,
The activated carbon filtration device 40 of the pure water drainage recovery system 26 corresponds to the ozone decomposing means on the downstream side of the organic matter oxidizing device described above, and the vacuum deaerator 34 of the primary pure water system 24 has the degassing downstream of the organic matter oxidizing device described above. It corresponds to a pneumatic device.
【0028】本例の超純水製造装置では、使用場所から
の排水は、純水用排水回収系26及び一次純水系24に
おいて下記のように処理される。すなわち、使用場所か
らの排水は、まずタンク48にいったん貯留された後、
有機物酸化装置38に導入され、ここで有機物の酸化分
解が行われる。有機物酸化装置38は、具体的には図2
に示す構造を有している。すなわち、図2において50
は純水用排水回収系26の被処理水が流れるラインであ
り、このライン50には、アルカリ注入装置52及びオ
ゾン供給装置54が連結されている。また、ライン50
には、アルカリ注入装置52の注入管56とライン50
との連結部58の直後において、前述した電気透析装置
44のアルカリ性濃縮水を有機物酸化装置38の被処理
水に添加するための濃縮水導入管45が連結されてい
る。さらに、上記連結部58及び濃縮水導入管45とラ
イン50との連結部59のやや後方にはpH測定部(図
示せず)が設置されており、このpH測定部によって被
処理水のpHを測定し、その測定結果を電気信号として
アルカリ注入装置52に出力し、それに基づき被処理水
へのアルカリ注入量を自動的に制御するようになってい
る。In the ultrapure water production apparatus of this embodiment, wastewater from the place of use is treated in the pure water wastewater recovery system 26 and the primary pure water system 24 as follows. That is, the wastewater from the place of use is first stored in the tank 48 once,
The organic matter is oxidized and decomposed in the organic oxidation device 38. The organic matter oxidizing device 38 is specifically shown in FIG.
Has the structure shown in FIG. That is, in FIG.
Is a line through which the water to be treated in the pure water drainage recovery system 26 flows, and this line 50 is connected to an alkali injection device 52 and an ozone supply device 54. Also, line 50
The injection pipe 56 of the alkali injection device 52 and the line 50
Immediately after the connecting portion 58, a concentrated water introducing pipe 45 for adding the alkaline concentrated water of the electrodialyzer 44 to the water to be treated of the organic matter oxidizing device 38 is connected. Further, a pH measuring section (not shown) is provided slightly behind the connecting section 58 and the connecting section 59 between the concentrated water introducing pipe 45 and the line 50, and the pH measuring section controls the pH of the water to be treated. It measures and outputs the measurement result as an electric signal to the alkali injecting device 52, based on which the amount of alkali injected into the water to be treated is automatically controlled.
【0029】オゾン供給装置54としては、オゾン発生
機構を備えたオゾン発生装置や、オゾン発生装置で製造
されたオゾン含有ガスを充填したオゾンタンクが使用さ
れる。オゾン供給装置54の供給管60には気液撹拌混
合装置62(例えばラインミキサーやオゾン溶解ポン
プ)が連結されているとともに、この気液撹拌混合装置
62はライン50に連結されている。また、気液撹拌混
合装置62の出口側におけるライン50の所定長さ部分
が、有機物の酸化分解反応が行われる反応管部66とし
て構成されている。As the ozone supply device 54, an ozone generation device having an ozone generation mechanism or an ozone tank filled with an ozone-containing gas produced by the ozone generation device is used. A gas-liquid stirring / mixing device 62 (for example, a line mixer or an ozone dissolving pump) is connected to the supply pipe 60 of the ozone supply device 54, and the gas-liquid stirring / mixing device 62 is connected to the line 50. A predetermined length of the line 50 on the outlet side of the gas-liquid stirring and mixing device 62 is configured as a reaction tube portion 66 in which an oxidative decomposition reaction of an organic substance is performed.
【0030】本例の有機物酸化装置38では、まず、ラ
イン50を流れる被処理水にアルカリ注入装置52より
アルカリが注入されるとともに、濃縮水導入管45より
電気透析装置44の濃縮水が注入され、被処理水のpH
が9.7以上、好ましくは9.7〜11.0に調整され
る。なお、電気透析装置44の濃縮水の添加のみによっ
て被処理水のpHを上記範囲に調整できる時には、アル
カリ注入装置52よりのアルカリの添加を停止する。In the organic matter oxidizing apparatus 38 of this embodiment, first, alkali is injected into the water to be treated flowing through the line 50 from the alkali injecting device 52 and the concentrated water of the electrodialyzer 44 is injected from the concentrated water introducing pipe 45. , PH of water to be treated
Is adjusted to 9.7 or more, preferably 9.7 to 11.0. When the pH of the water to be treated can be adjusted to the above range only by adding the concentrated water of the electrodialysis device 44, the addition of the alkali from the alkali injection device 52 is stopped.
【0031】次いで、被処理水にオゾン供給装置54よ
りオゾンが供給され、気液撹拌混合装置62によってオ
ゾンと被処理水とが撹拌混合され、オゾンの大部分が被
処理水中に溶解する。ここで、被処理水中へのオゾン添
加量は3〜40ppm、好ましくは7〜30ppmに調
整される。被処理水中では、反応管部66において速や
かに有機物の酸化分解反応が進行する。酸化分解反応の
終了により得られた処理水は、活性炭濾過装置40によ
ってオゾンが分解された後、陰イオン交換装置42に導
入される。Next, ozone is supplied to the water to be treated from the ozone supply device 54, and the ozone and the water to be treated are stirred and mixed by the gas-liquid stirring / mixing device 62, and most of the ozone is dissolved in the water to be treated. Here, the amount of ozone added to the water to be treated is adjusted to 3 to 40 ppm, preferably 7 to 30 ppm. In the to-be-treated water, the oxidative decomposition reaction of the organic matter rapidly proceeds in the reaction tube section 66. The treated water obtained by the end of the oxidative decomposition reaction is introduced into the anion exchange device 42 after ozone is decomposed by the activated carbon filtration device 40.
【0032】陰イオン交換装置42は、OH形の強塩基
性陰イオン交換樹脂を使用したものである。陰イオン交
換装置42においては、被処理水中に含まれるCl-、
F-、SO4 2-、NO3 -、NO2 -等の陰イオンや有機物酸
化装置38で生じた有機酸などが除去される。陰イオン
交換装置42の処理水は、電気透析装置44に導入され
る。The anion exchange device 42 uses an OH type strongly basic anion exchange resin. In the anion exchange device 42, Cl − ,
Anions such as F − , SO 4 2− , NO 3 − , NO 2 − and organic acids generated in the organic oxidation device 38 are removed. The treated water of the anion exchange device 42 is introduced into the electrodialysis device 44.
【0033】電気透析装置44は、具体的には図3に示
す構造を有している。すなわち、両端に対向配置された
電極対70、70の間に複数の陽イオン交換膜72と陰
イオン交換膜74とを交互に配列してこれらイオン交換
膜72、74間に脱塩室76と濃縮室78とを交互に形
成し、脱塩室76内に陽イオン交換体のみを充填すると
ともに、電極70とイオン交換膜72、74との間を電
極室80としたものである。本例の電気透析装置44で
は、脱塩室76に被処理水82を下向流で流し、脱塩室
76から脱塩水84を得るとともに、濃縮室78に被処
理水82を上向流で流し、濃縮室78から濃縮水86を
得る。なお、本例の電気透析装置44では、濃縮水86
の一部を電極水88として使用している。また、本例の
電気透析装置44では、濃縮室78に被処理水を流すよ
うにしたが、濃縮室78に流す水は他の水でもよい。The electrodialysis apparatus 44 has a structure shown in FIG. That is, a plurality of cation exchange membranes 72 and anion exchange membranes 74 are alternately arranged between the electrode pairs 70, 70 opposed to each other at both ends, and a desalination chamber 76 is provided between these ion exchange membranes 72, 74. The concentration chambers 78 are alternately formed, only the cation exchanger is filled in the desalination chamber 76, and the space between the electrode 70 and the ion exchange membranes 72 and 74 is defined as an electrode chamber 80. In the electrodialysis apparatus 44 of the present example, the water to be treated 82 flows downflow into the desalination chamber 76 to obtain demineralized water 84 from the desalination chamber 76, and the water 82 to be treated flows upward into the concentration chamber 78. Then, the concentrated water 86 is obtained from the concentration chamber 78. In addition, in the electrodialysis apparatus 44 of this example, the concentrated water 86
Are used as electrode water 88. In addition, in the electrodialysis apparatus 44 of the present example, the water to be treated flows into the concentration chamber 78, but the water that flows into the concentration chamber 78 may be other water.
【0034】脱塩室76に陽イオン交換樹脂のみを充填
した本例の電気透析装置44によれば、濃縮室78から
アルカリ性の濃縮水86を得ることができる。すなわ
ち、純水製造用の通常の電気透析装置は、脱塩室に陽イ
オン交換樹脂及び陰イオン交換樹脂の両方を充填したも
のである。このような電気透析装置の場合、脱塩室内に
被処理水として例えばNaCl含有水を流すと、脱塩室
内には陽イオン交換樹脂と陰イオン交換樹脂とが充填さ
れているので、被処理水中のNa+とCl-はほぼ同じ速
度で濃縮室側に移動する。そのため、脱塩室からはNa
Clがほとんど除去された脱塩水が得られ、濃縮室から
はNaClが濃縮された濃縮水が得られる。According to the electrodialyzer 44 of this embodiment in which only the cation exchange resin is filled in the desalting chamber 76, alkaline concentrated water 86 can be obtained from the concentration chamber 78. That is, a typical electrodialysis apparatus for producing pure water is one in which a desalting chamber is filled with both a cation exchange resin and an anion exchange resin. In the case of such an electrodialysis apparatus, when, for example, NaCl-containing water is flowed as the water to be treated into the desalination chamber, the cation exchange resin and the anion exchange resin are filled in the desalination chamber. Na + and Cl − move to the concentration chamber side at almost the same speed. Therefore, Na
Demineralized water from which most Cl has been removed is obtained, and concentrated water from which NaCl has been concentrated is obtained from the concentration chamber.
【0035】これに対し、本発明で用いる電気透析装置
の場合、脱塩室内に被処理水として例えばNaCl含有
水を流すと、脱塩室内には陽イオン交換樹脂しか存在し
ないので、陽イオンであるNa+は移動し易いが、陰イ
オンであるCl-はNa+に比べて移動しにくい。そのた
め、Na+はほぼ全てが濃縮室に移動するが、Cl-は一
部が濃縮室に移動し、他部は脱塩室内に残留して脱塩水
中に漏出する。したがって、本発明で用いる電気透析装
置では、脱塩室内において大部分の陽イオンが除去され
た脱塩水が生成され、濃縮室内では脱塩室から移動して
来たCl-に見合う分のNaClが生じるとともに、濃
縮室ではCl-よりNa+の方が多くなるため、残りのN
a+によって濃縮室内でNaOHが生成する。すなわ
ち、この場合、濃縮室からはNaOHと少量のNaCl
とを含むアルカリ性の濃縮水が得られる。なお、前記説
明はNa+とCl-とを含有する水を例にしたが、本発明
では電気透析装置の上流側にOH形の強塩基性陰イオン
交換樹脂を用いた陰イオン交換装置を設置するので、被
処理水中のCl-等の陰イオンは大部分が除去されてO
H-に変換され、したがって電気透析装置の濃縮室から
はほとんどNaOHのみを含有する濃縮水が得られる。
しかしながら、陰イオン交換装置で陰イオンの総てが除
去されるわけではなく、少量の陰イオンが陰イオン交換
装置の処理水中に漏出してくる。On the other hand, in the case of the electrodialysis apparatus used in the present invention, when, for example, NaCl-containing water is flowed into the desalting chamber as water to be treated, only the cation exchange resin is present in the desalting chamber. Certain Na + is mobile, but Cl − , an anion, is harder to mobile than Na + . Therefore, almost all of Na + moves to the concentration chamber, but part of Cl − moves to the concentration chamber, and the other part remains in the deionization chamber and leaks into the deionized water. Therefore, in the electrodialysis apparatus used in the present invention, desalinated water from which most of the cations have been removed is generated in the desalting chamber, and NaCl in an amount corresponding to Cl − moved from the desalting chamber is generated in the concentration chamber. And more Na + than Cl − in the concentrating chamber, so the remaining N
a + generates NaOH in the concentration chamber. That is, in this case, NaOH and a small amount of NaCl
Is obtained. In the above description, water containing Na + and Cl − has been taken as an example. However, in the present invention, an anion exchange device using a strong basic anion exchange resin of OH type is installed on the upstream side of the electrodialysis device. since, Cl in the for-treatment water - anions such are removed largely O
H - is converted to, and hence concentrate is obtained almost containing only NaOH from concentrating compartment of the electrodialysis apparatus.
However, not all anions are removed by the anion exchanger, and a small amount of anions leaks into the treated water of the anion exchanger.
【0036】本発明においては、陰イオン交換装置によ
って有機物酸化装置の処理水中に含まれる陰イオンの大
部分をOH-に変換し、さらに有機物酸化装置で生成し
た有機酸やCO2を除去するとともに、有機物酸化装置
の処理水中に含まれる陽イオンを後段の電気透析装置の
濃縮室側に濃縮して濃縮水をアルカリ性にし、この濃縮
水を有機物酸化装置の被処理水のpH調整に使用するも
のであるが、この際、陰イオン交換装置から漏出してく
る少量の陰イオンをなるべく濃縮室側に移行させないよ
うにするべく、脱塩室に陽イオン交換樹脂のみを充填し
た電気透析装置を使用するものである。[0036] In the present invention, most of the negative ions contained in the treated water of organic oxidizer by anion exchange apparatus OH - together into a further removing the organic acid or CO 2 produced by the organic matter oxidizing device Concentrates the cations contained in the treated water of the organic matter oxidizer in the concentration chamber of the subsequent electrodialyzer to make the concentrated water alkaline, and uses the concentrated water for pH adjustment of the water to be treated in the organic matter oxidizer. However, in this case, in order to minimize the transfer of a small amount of anions leaking from the anion exchange device to the concentration room, an electrodialysis device in which the desalination room is filled with only a cation exchange resin is used. Is what you do.
【0037】本例の超純水製造装置では、電気透析装置
44のアルカリ性濃縮水は濃縮水導入管45を通って有
機物酸化装置38の被処理水に添加され、前述したよう
に上記被処理水のpH調整に使用される。また、電気透
析装置44の脱塩水は一次純水系24の2床3塔式純水
製造装置30の下流側において一次純水系24の被処理
水に導入される。そして、電気透析装置44の脱塩水中
に残存している陰イオンと微量の陽イオンが混床式純水
製造装置32に用いられているイオン交換樹脂で除去さ
れ、次いで真空脱気塔34で溶存酸素の除去及び微量の
有機物の除去が行われ、さらに逆浸透膜装置36で残存
する不純物の除去が行われる。なお、混床式純水製造装
置32を通過した処理水中にイオン交換樹脂で除去でき
なかった揮発性の有機物が含まれている場合でも、この
揮発性有機物は真空脱気塔34で除去することができ
る。In the ultrapure water producing apparatus of the present embodiment, the alkaline concentrated water of the electrodialyzer 44 is added to the water to be treated of the organic matter oxidizing apparatus 38 through the concentrated water introducing pipe 45, and as described above, It is used for pH adjustment. The demineralized water from the electrodialysis device 44 is introduced into the water to be treated in the primary pure water system 24 on the downstream side of the two-bed, three-column pure water production device 30 of the primary pure water system 24. Then, anions and trace cations remaining in the deionized water of the electrodialysis device 44 are removed by the ion exchange resin used in the mixed-bed-type pure water production device 32, and then in the vacuum degasification tower 34. Removal of dissolved oxygen and removal of a trace amount of organic substances are performed, and further, removal of impurities remaining in the reverse osmosis membrane device 36 is performed. Even when the treated water that has passed through the mixed-bed-type pure water production apparatus 32 contains volatile organic substances that could not be removed by the ion exchange resin, the volatile organic substances should be removed by the vacuum degassing tower 34. Can be.
【0038】図4は、本発明に係る超純水製造装置の一
実施形態例を示すフロー図である。図4の装置の超純水
製造系は、活性炭濾過装置(CF)、2床3塔式純水製
造装置(2B3T)、混床式純水製造装置(MBP)、
真空脱気塔(VD)及び逆浸透膜装置(RO)を備えた
一次純水系と、タンク(TK)、紫外線殺菌装置(UV
st)、混床式カートリッジポリッシャ(CP)及び限外
濾過膜装置(UF)を備えた二次純水系とから構成され
ている。FIG. 4 is a flowchart showing an embodiment of the ultrapure water production apparatus according to the present invention. The ultrapure water production system of the apparatus in FIG. 4 includes an activated carbon filtration device (CF), a two-bed three-column pure water production device (2B3T), a mixed-bed pure water production device (MBP),
Primary deionized water system equipped with vacuum degassing tower (VD) and reverse osmosis membrane device (RO), tank (TK), UV sterilizer (UV
st ), a mixed-bed type cartridge polisher (CP) and a secondary pure water system equipped with an ultrafiltration membrane device (UF).
【0039】また、図4の装置では、使用場所で超純水
を使用することにより生じた排水を処理する排水回収系
として、排水の清浄度に応じて、何ら処理を施すことな
く直接一次純水系に戻す経路、適当な処理を施してか
ら一次純水系に戻す経路(純水用排水回収系)、適当
な処理を施してから雑用水としてユーティリティ設備に
供給する経路(雑用水用排水回収系)、及び、適当な
処理を施してから放流する経路(廃水処理系)を備え
ている。なお、使用場所から排出された超純水の排水を
前記経路〜に分別する基準は例えば表1の通りであ
り、その分別は分別機構(1)〜(3)によって行われる。Further, in the apparatus shown in FIG. 4, as a wastewater recovery system for treating wastewater generated by using ultrapure water at the place of use, the primary pure water is directly treated without any treatment according to the cleanliness of the wastewater. Route to return to water system, route to return to primary pure water system after appropriate treatment (pure water drainage recovery system), route to appropriate treatment and supply to utility equipment as miscellaneous water (miscellaneous wastewater collection system) ), And a route (wastewater treatment system) for discharging after appropriate treatment. The criteria for separating the ultrapure water drainage discharged from the place of use into the above-mentioned routes are, for example, as shown in Table 1, and the separation is performed by the sorting mechanisms (1) to (3).
【0040】[0040]
【表1】 [Table 1]
【0041】図4の装置では、純水用排水回収系に、上
流側から下流側にかけて第1の活性炭濾過装置(C
F)、OH形の弱塩基性陰イオン交換樹脂を用いた陰イ
オン交換装置(WA)、有機物酸化装置、第2の活性炭
濾過装置(CF)、OH形の強塩基性陰イオン交換樹脂
を用いた陰イオン交換装置(AER)、脱塩室に陽イオ
ン交換樹脂を充填した電気透析装置(EDI)を順次設
置してあるとともに、EDIの濃縮水を有機物酸化装置
の被処理水に添加するための濃縮水導入管を設けてあ
る。また、EDIの脱塩水は、一次純水系の2B3Tの
下流側で一次純水系の被処理水に導入するようにしてあ
る。なお、上記第1の活性炭濾過装置(CF)は排水中
に含まれる過酸化水素を除去する目的で設置され、陰イ
オン交換装置(WA)は排水中に含まれる酸を除去する
目的で設置されている。図4の装置の純水用排水回収系
における排水の処理は基本的に図1の装置と同様である
ため、説明を省略する。In the apparatus shown in FIG. 4, a first activated carbon filter (C) is installed in the pure water wastewater recovery system from upstream to downstream.
F), using an anion exchanger (WA) using a weakly basic anion exchange resin in the OH form, an organic matter oxidizer, a second activated carbon filter (CF), and a strongly basic anion exchange resin in the OH form An anion exchange unit (AER) and an electrodialysis unit (EDI) filled with a cation exchange resin in a desalting chamber are installed in order, and the concentrated water of EDI is added to the water to be treated in the organic matter oxidation unit. Is provided. The demineralized water of EDI is introduced into the water to be treated in the primary pure water system downstream of the primary pure water system 2B3T. The first activated carbon filtration device (CF) is installed for the purpose of removing hydrogen peroxide contained in the wastewater, and the anion exchange device (WA) is installed for removing the acid contained in the wastewater. ing. The wastewater treatment in the pure water wastewater recovery system of the apparatus of FIG. 4 is basically the same as that of the apparatus of FIG.
【0042】[0042]
【実施例】有機物酸化装置、活性炭濾過装置(CF)、
OH形の強塩基性陰イオン交換樹脂を用いた陰イオン交
換装置(AER)、脱塩室に陽イオン交換樹脂が充填さ
れた電気透析装置(EDI)、混床式純水製造装置(M
BP)、真空脱気塔(VD)及び逆浸透膜装置(RO)
をこの順に接続するとともに、電気透析装置の濃縮水を
有機物酸化装置の被処理水に添加するための濃縮水導入
管を設けてなる装置に、超純水を使用することにより生
じた排水を流して該排水の処理を行った。なお、電気透
析装置の脱塩水は混床式純水製造装置に導入した。排水
としては下記表2に示した水質のものを用いた。[Example] Organic matter oxidizer, activated carbon filter (CF),
An anion exchange device (AER) using a strong basic anion exchange resin in OH form, an electrodialysis device (EDI) in which a cation exchange resin is filled in a desalination chamber, and a mixed-bed pure water production device (M
BP), vacuum degassing tower (VD) and reverse osmosis membrane device (RO)
Are connected in this order, and the wastewater generated by using ultrapure water is flowed into a device provided with a concentrated water introduction pipe for adding the concentrated water of the electrodialysis device to the water to be treated of the organic matter oxidizing device. The wastewater was treated in this manner. The desalinated water from the electrodialysis device was introduced into a mixed-bed type pure water production device. As the wastewater, those having the water qualities shown in Table 2 below were used.
【0043】[0043]
【表2】 [Table 2]
【0044】有機物酸化装置38においては、被処理水
にアルカリ注入装置52から水酸化ナトリウムを添加す
るとともに、濃縮水導入管45から電気透析装置44の
濃縮水を注入して、被処理水のpHを10.3に調整し
た後、気液撹拌混合装置62によって被処理水に対する
オゾン添加量が21.0ppmとなるように被処理水に
オゾンを添加した。この場合、上記被処理水に水酸化ナ
トリウムのみを添加してpHを10.3にするには、後
述する流量では275g/hのNa+を添加することが
必要であるが、本例では電気透析装置の濃縮水を併用し
たため、Na+の添加量は55g/hで済んだ。In the organic matter oxidizing device 38, sodium hydroxide is added to the water to be treated from the alkali injecting device 52, and the concentrated water of the electrodialyzer 44 is injected from the concentrated water introducing pipe 45 to adjust the pH of the water to be treated. Was adjusted to 10.3, and ozone was added to the water to be treated by the gas-liquid stirring and mixing device 62 so that the amount of ozone added to the water to be treated was 21.0 ppm. In this case, in order to adjust the pH to 10.3 by adding only sodium hydroxide to the water to be treated, it is necessary to add 275 g / h of Na + at a flow rate described later. Since the concentrated water of the dialysis device was used together, the addition amount of Na + was only 55 g / h.
【0045】気液撹拌混合装置62としてはオゾン溶解
ポンプを用いた。また、陰イオン交換装置(AER)の
OH形強塩基性陰イオン交換樹脂としてはアンバーライ
トIRA−402BLを用い、電気透析装置(EDI)
の陽イオン交換樹脂としてはアンバーライトIR−12
4を用い、混床式純水製造装置(MBP)のイオン交換
樹脂としてはH形の強酸性陽イオン交換樹脂とOH形の
強塩基性陰イオン交換樹脂とを混合してなるアンバーラ
イトESG4を用い、逆浸透膜装置(RO)の逆浸透膜
としては日東電工社製ポリアミド系複合膜ES−10を
用いた。真空脱気装置(VD)は真空度22Torrで
運転した。各装置における流量、各装置の入口水等のN
a+濃度pH、各装置出口水のTOC濃度の測定結果を
表3に示す。As the gas-liquid stirring and mixing device 62, an ozone dissolving pump was used. Amberlite IRA-402BL was used as the OH-type strong basic anion exchange resin of the anion exchange apparatus (AER), and the electrodialysis apparatus (EDI) was used.
Amberlite IR-12 as a cation exchange resin
Amberlite ESG4 obtained by mixing H type strongly acidic cation exchange resin and OH type strongly basic anion exchange resin as the ion exchange resin of the mixed bed type pure water production apparatus (MBP). The polyamide-based composite membrane ES-10 manufactured by Nitto Denko Corporation was used as a reverse osmosis membrane of a reverse osmosis membrane device (RO). The vacuum deaerator (VD) was operated at a vacuum of 22 Torr. N of flow rate in each device, inlet water of each device, etc.
Table 3 shows the measurement results of the a + concentration pH and the TOC concentration of the outlet water of each device.
【0046】[0046]
【表3】 [Table 3]
【0047】[0047]
【発明の効果】請求項1の発明によれば、被処理水にア
ルカリ性条件下でオゾンを添加することにより該被処理
水中に含まれる有機物を酸化分解する有機物酸化装置を
用いて有機物を含む被処理水中の有機物除去を行う場合
に、有機物酸化装置の被処理水へのアルカリ剤の添加量
を低減することができ、後段のイオン交換装置の負荷が
増大することを防止することができる。According to the first aspect of the present invention, ozone is added to the water to be treated under alkaline conditions to thereby oxidize and decompose the organic matter contained in the water to be treated. When organic matter is removed from the treated water, the amount of the alkali agent added to the water to be treated in the organic matter oxidizing apparatus can be reduced, and the load on the subsequent ion exchange apparatus can be prevented from increasing.
【0048】請求項2の発明によれば、排水回収系の純
水用排水回収系において被処理水中から有機物を高度に
除去することができるため、その処理水を再利用するこ
とにより純度の高い超純水を得ることができる。According to the second aspect of the present invention, since the organic matter can be highly removed from the water to be treated in the pure water wastewater recovery system of the wastewater recovery system, high purity can be obtained by reusing the treated water. Ultrapure water can be obtained.
【0049】請求項3、4の発明によれば、有機物酸化
装置における有機物の酸化分解を効率的に行うことがで
きる。According to the third and fourth aspects of the present invention, the oxidative decomposition of organic substances in the organic substance oxidizing apparatus can be efficiently performed.
【0050】請求項5の発明によれば、有機物酸化装置
の処理水中に残存する溶存オゾンが後段の装置、例えば
イオン交換装置のイオン交換樹脂等に悪影響を及ぼすこ
とを防止できる。According to the fifth aspect of the present invention, it is possible to prevent dissolved ozone remaining in the treated water of the organic matter oxidizing apparatus from adversely affecting a subsequent apparatus, for example, an ion exchange resin of an ion exchange apparatus.
【図1】本発明に係る超純水製造装置の一実施形態例を
示す一部省略フロー図である。FIG. 1 is a partially omitted flowchart showing an embodiment of an ultrapure water production apparatus according to the present invention.
【図2】図1に示した超純水製造装置の有機物酸化装置
を示すフロー図である。FIG. 2 is a flowchart showing an organic oxidation apparatus of the ultrapure water production apparatus shown in FIG.
【図3】図1に示した超純水製造装置の電気透析装置を
示す概略図である。FIG. 3 is a schematic diagram showing an electrodialysis apparatus of the ultrapure water production apparatus shown in FIG.
【図4】本発明に係る超純水製造装置の一実施形態例を
示すフロー図である。FIG. 4 is a flowchart showing an embodiment of the ultrapure water production apparatus according to the present invention.
【図5】被処理水のpHと有機物の酸化分解速度との関
係を示すグラフである。FIG. 5 is a graph showing the relationship between the pH of water to be treated and the rate of oxidative decomposition of organic substances.
【図6】従来の超純水製造装置の一例を示すフロー図で
ある。FIG. 6 is a flowchart showing an example of a conventional ultrapure water production apparatus.
22 前処理系 24 一次純水系 26 純水用排水回収系 38 有機物酸化装置 40 活性炭濾過装置 42 陰イオン交換装置 44 電気透析装置 45 濃縮水導入管 22 Pretreatment system 24 Primary pure water system 26 Wastewater recovery system for pure water 38 Organic matter oxidizing device 40 Activated carbon filtration device 42 Anion exchange device 44 Electrodialysis device 45 Concentrated water introduction pipe
Claims (5)
に、被処理水にアルカリ性条件下でオゾンを添加するこ
とにより該被処理水中に含まれる有機物を酸化分解する
有機物酸化装置と、OH形の強塩基性陰イオン交換樹脂
を用いた陰イオン交換装置と、脱塩室に陽イオン交換樹
脂が充填された電気透析装置とを、被処理水をこの順序
に通水するように設置するとともに、電気透析装置の濃
縮室から得られるアルカリ性濃縮水を有機物酸化装置の
被処理水に添加して該被処理水のpH調整に使用するこ
とを特徴とする超純水製造装置。1. An organic matter oxidizing apparatus that oxidizes and decomposes organic substances contained in water to be treated by adding ozone to the water to be treated under alkaline conditions in a path for removing organic substances in an ultrapure water production apparatus; An anion exchange device using a strong basic anion exchange resin in the form and an electrodialysis device filled with a cation exchange resin in a desalting chamber are installed so that the water to be treated flows in this order. An ultrapure water production apparatus characterized in that alkaline concentrated water obtained from a concentration chamber of an electrodialysis device is added to water to be treated in an organic matter oxidizing device and used for pH adjustment of the water to be treated.
純水を製造する一次純水系と、一次純水を処理して超純
水を製造する二次純水系と、該二次純水系で製造した超
純水を使用場所で使用することによって発生した排水を
処理して一次純水系に返送する排水回収系とを備えてな
り、 有機物酸化装置、陰イオン交換装置及び電気透析装置を
前記排水回収系の純水用排水回収系に設置し、電気透析
装置の濃縮室から得られるアルカリ性濃縮水を有機物酸
化装置の被処理水に添加して該被処理水のpH調整に使
用するとともに、電気透析装置の脱塩室から得られる脱
塩水を前記一次純水系に導入する請求項1に記載の超純
水製造装置。2. An ultrapure water production apparatus comprising: a primary pure water system for processing raw water to produce primary pure water; a secondary pure water system for treating primary pure water to produce ultrapure water; A wastewater recovery system that treats wastewater generated by using ultrapure water produced in a pure water system at the place of use and returns it to the primary pure water system; an organic matter oxidizing device, an anion exchange device, and an electrodialysis device Is installed in the wastewater recovery system for pure water in the wastewater recovery system, and the alkaline concentrated water obtained from the concentration chamber of the electrodialysis apparatus is added to the water to be treated in the organic matter oxidizer and used for pH adjustment of the water to be treated. The ultrapure water production apparatus according to claim 1, wherein demineralized water obtained from a desalination chamber of the electrodialysis apparatus is introduced into the primary pure water system.
カリ剤又は電気透析装置のアルカリ性濃縮水のみを有機
物酸化装置の被処理水に添加して該被処理水のpHを
9.7以上に調整する請求項1又は2に記載の超純水製
造装置。3. The pH of the water to be treated is adjusted to 9.7 or more by adding only the alkaline concentrated water of the electrodialysis apparatus and the alkaline agent or the alkaline concentrated water of the electrodialysis apparatus to the water to be treated in the organic matter oxidizing apparatus. The ultrapure water production apparatus according to claim 1.
よって被処理水にオゾンを添加するものである請求項
1、2又は3に記載の超純水製造装置。4. The ultrapure water producing apparatus according to claim 1, wherein the organic substance oxidizing apparatus adds ozone to the water to be treated by gas-liquid stirring and mixing means.
オゾンを分解するオゾン分解手段を設けた請求項1〜4
のいずれか1項に記載の超純水製造装置。5. Ozone decomposing means for decomposing ozone in the water to be treated is provided downstream of the organic matter oxidizing apparatus.
The ultrapure water production apparatus according to any one of the above.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9022595A JPH10216749A (en) | 1997-02-05 | 1997-02-05 | Ultrapure water making apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9022595A JPH10216749A (en) | 1997-02-05 | 1997-02-05 | Ultrapure water making apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH10216749A true JPH10216749A (en) | 1998-08-18 |
Family
ID=12087204
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9022595A Pending JPH10216749A (en) | 1997-02-05 | 1997-02-05 | Ultrapure water making apparatus |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH10216749A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006187708A (en) * | 2005-01-05 | 2006-07-20 | Japan Organo Co Ltd | Waste water recovery method and waste water recovery device |
| JP2007313421A (en) * | 2006-05-25 | 2007-12-06 | Ebara Corp | Pure water circulating feed system, pure water recycling method, and method for treating substrate |
| WO2011155281A1 (en) * | 2010-06-09 | 2011-12-15 | 株式会社神鋼環境ソリューション | Freshwater-generating device, and freshwater-generating method |
| JP2013075259A (en) * | 2011-09-30 | 2013-04-25 | Kurita Water Ind Ltd | Water recovery apparatus for closed system space |
| KR20150127454A (en) * | 2014-05-07 | 2015-11-17 | 주식회사 동산제닉스 | automatic water purifying system and controlling method for the same |
| CN105417887A (en) * | 2015-12-18 | 2016-03-23 | 郑州大学综合设计研究院有限公司 | Clindamycin phosphate waste water processing technology |
| CN105417888A (en) * | 2015-12-18 | 2016-03-23 | 郑州大学综合设计研究院有限公司 | Clindamycin hydrochloride waste water processing technology |
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1997
- 1997-02-05 JP JP9022595A patent/JPH10216749A/en active Pending
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006187708A (en) * | 2005-01-05 | 2006-07-20 | Japan Organo Co Ltd | Waste water recovery method and waste water recovery device |
| JP2007313421A (en) * | 2006-05-25 | 2007-12-06 | Ebara Corp | Pure water circulating feed system, pure water recycling method, and method for treating substrate |
| WO2011155281A1 (en) * | 2010-06-09 | 2011-12-15 | 株式会社神鋼環境ソリューション | Freshwater-generating device, and freshwater-generating method |
| JP2012016695A (en) * | 2010-06-09 | 2012-01-26 | Kobelco Eco-Solutions Co Ltd | Fresh water generating apparatus and method |
| JP2013075259A (en) * | 2011-09-30 | 2013-04-25 | Kurita Water Ind Ltd | Water recovery apparatus for closed system space |
| KR20150127454A (en) * | 2014-05-07 | 2015-11-17 | 주식회사 동산제닉스 | automatic water purifying system and controlling method for the same |
| CN105417887A (en) * | 2015-12-18 | 2016-03-23 | 郑州大学综合设计研究院有限公司 | Clindamycin phosphate waste water processing technology |
| CN105417888A (en) * | 2015-12-18 | 2016-03-23 | 郑州大学综合设计研究院有限公司 | Clindamycin hydrochloride waste water processing technology |
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