JPH10272455A - Pure water production method - Google Patents
Pure water production methodInfo
- Publication number
- JPH10272455A JPH10272455A JP9080310A JP8031097A JPH10272455A JP H10272455 A JPH10272455 A JP H10272455A JP 9080310 A JP9080310 A JP 9080310A JP 8031097 A JP8031097 A JP 8031097A JP H10272455 A JPH10272455 A JP H10272455A
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- Japan
- Prior art keywords
- water
- membrane
- alkali
- decarbonated
- activated carbon
- 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.)
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- Degasification And Air Bubble Elimination (AREA)
- Physical Water Treatments (AREA)
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- Separation Using Semi-Permeable Membranes (AREA)
Abstract
(57)【要約】
【課題】 原水を脱炭酸処理した後脱イオン処理して純
水を製造する方法において、脱炭酸処理後のアルカリ添
加を不要とし、薬剤使用量を低減する。
【解決手段】 原水を酸性条件下に脱炭酸処理してpH
の上昇した脱炭酸処理水を得、この脱炭酸処理水にアル
カリを添加することなく活性炭と接触させた後、脱イオ
ン処理する。
【効果】 CO2 除去効率の高い脱炭酸手段を用い、p
Hの上昇した脱炭酸処理水が得られるようにCO2 を高
度に除去する。pHの上昇した脱炭酸処理水を得ること
で、脱イオン処理に先立つアルカリ添加が不要となる。
脱炭酸処理水を活性炭処理することで、活性炭の触媒作
用でわずかに残留するCO2 のイオン化を促進するた
め、アルカリ無添加で効率的な脱イオン処理を行える。
(57) [Problem] To provide a method for producing pure water by decarbonating raw water and then deionizing the raw water, thereby eliminating the need for alkali addition after decarboxylation and reducing the amount of chemicals used. SOLUTION: Raw water is subjected to decarboxylation treatment under acidic conditions to obtain pH.
Of decarbonation-treated water, and contacted with activated carbon without adding an alkali to the decarbonation-treated water, followed by deionization. [Effect] Using decarbonation means with high CO 2 removal efficiency, p
CO 2 is highly removed so as to obtain decarbonated water with increased H. By obtaining decarbonated water having an increased pH, it is not necessary to add an alkali prior to deionization.
Activated carbon treatment of the decarbonated water promotes the ionization of a small amount of residual CO 2 by the catalytic action of the activated carbon, so that efficient deionization can be performed without the addition of alkali.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、高純度の純水を効
率的に製造する方法に関する。The present invention relates to a method for efficiently producing high-purity pure water.
【0002】[0002]
【従来の技術】従来、市水、井水、工水、回収水、その
他の水から純水を製造する方法として、これらの水を前
処理(除濁、除塩素)した後、酸を添加して脱気装置で
脱炭酸処理し、脱炭酸処理水を2段に直列配置した逆浸
透(RO)膜分離装置に順次通水処理(2段RO処理)
し、更にRO処理水をイオン交換装置で処理する方法が
ある。2. Description of the Related Art Conventionally, as a method for producing pure water from city water, well water, industrial water, recovered water, and other water, an acid is added after pretreatment (turbidity, chlorine removal) of the water. And then decarbonated by a degassing device, and sequentially pass water through a reverse osmosis (RO) membrane separation device in which decarbonated water is arranged in two stages (two-stage RO treatment)
In addition, there is a method of treating RO treated water with an ion exchange device.
【0003】また、このような2段RO処理において、
処理水質の改善を図るために、RO膜分離装置の給水に
水酸化ナトリウム(NaOH)等のアルカリを注入し、
RO膜分離装置に供給される水中に残留する炭酸(CO
2 )をイオン化(HCO3 -,CO3 2- )してRO処理す
る方法が提案されている。In such a two-stage RO process,
In order to improve the quality of the treated water, an alkali such as sodium hydroxide (NaOH) is injected into the feed water of the RO membrane separation device,
Carbonic acid (CO) remaining in water supplied to the RO membrane separation device
2 ) A method of ionizing (HCO 3 − , CO 3 2− ) and subjecting to RO treatment has been proposed.
【0004】例えば、特公平8−29315号公報に
は、原水に酸を添加して炭酸成分をCO2 ガス化した
後、膜脱気装置で脱気処理し、その後、脱気処理水にア
ルカリを添加して残留するCO2 をイオン化し、次いで
2段RO処理する方法が記載されている。この特公平8
−29315号公報の第3図のpHとCO2 ,HCO3
-,CO3 2-の分布との関係を示すグラフから明らかな
ように、膜脱気装置におけるCO2 の除去にはpH4以
下の酸性条件が最適である。For example, Japanese Patent Publication No. 8-29315 discloses that an acid is added to raw water to convert a carbonic acid component into CO 2 gas, followed by deaeration by a membrane deaerator, and then, alkali water is added to the deaerated water. Is added to ionize the remaining CO 2 , followed by a two-stage RO treatment. This Tokuho 8
No. 29315, pH 3 and CO 2 , HCO 3
As is clear from the graph showing the relationship between - and CO 3 2- distribution, acidic conditions of pH 4 or less are optimal for removing CO 2 in the membrane deaerator.
【0005】また、特公平6−49191号公報にも、
原水に酸を加えて脱炭酸処理し、脱炭酸処理水にアルカ
リを添加した後、2段に直列に配置したRO膜分離装置
に順次通水する方法が記載されている。In Japanese Patent Publication No. 6-49191,
It describes a method in which an acid is added to raw water to perform a decarboxylation treatment, an alkali is added to the decarbonation-treated water, and then water is sequentially passed through an RO membrane separation device arranged in two stages in series.
【0006】なお、特開平6−134446号公報に
は、溶存酸素(DO)濃度50ppb以下、更には10
ppb以下にまで低減可能な膜脱気装置として、原水の
流路間隔を190μm以下としたものが記載されている
が、この特開平6−134446号公報の記載は脱気法
に留まり、RO処理との組み合せについての記載はな
い。Japanese Patent Application Laid-Open No. 6-134446 discloses that the dissolved oxygen (DO) concentration is 50 ppb or less,
As a membrane deaerator capable of reducing the flow rate to ppb or less, an apparatus in which the flow path interval of raw water is set to 190 μm or less is described. There is no description about the combination with.
【0007】[0007]
【発明が解決しようとする課題】従来の方法では、酸を
添加して脱炭酸処理した後、RO処理に先立ち、更にア
ルカリを添加して、残留するCO2 をイオン化する必要
がある。In the conventional method, it is necessary to add an acid, decarbonate, add an alkali, and ionize the remaining CO 2 before RO treatment.
【0008】このため、原水には、脱炭酸処理に先立ち
酸を添加し、その後RO処理に先立ちアルカリを添加す
ることとなり、薬剤を多く必要とするという欠点があっ
た。特に、特公平8−29315号公報記載の方法で
は、CO2 の除去が不十分であるため、RO処理に先立
ち添加するアルカリの添加量が多かった。また、特公平
6−49191号公報記載の方法でも、脱炭酸処理後、
若干のpHの上昇があるが、やはり、RO処理に先立っ
てアルカリを添加する必要がある。[0008] For this reason, the raw water is added with an acid prior to the decarboxylation treatment and then with an alkali prior to the RO treatment, and thus has a drawback that a large amount of chemical is required. In particular, in the method described in Japanese Patent Publication No. 8-29315, the amount of alkali added prior to the RO treatment was large because the removal of CO 2 was insufficient. Also, in the method described in Japanese Patent Publication No. 6-49191, after the decarboxylation treatment,
Although there is a slight increase in pH, it is still necessary to add an alkali prior to the RO treatment.
【0009】本発明は上記従来の問題点を解決し、原水
を脱炭酸処理した後脱イオン処理して純水を製造する方
法において、脱炭酸処理後のアルカリ添加を不要とし、
薬剤使用量を低減する純水製造方法を提供することを目
的とする。The present invention solves the above-mentioned conventional problems and provides a method for producing pure water by decarbonating raw water and then deionizing the same to eliminate the need for alkali addition after decarbonation.
It is an object of the present invention to provide a method for producing pure water that reduces the amount of drug used.
【0010】[0010]
【課題を解決するための手段】本発明の純水製造方法
は、原水を酸性条件下に脱炭酸処理してpHの上昇した
脱炭酸処理水を得、該脱炭酸処理水にアルカリを添加す
ることなく活性炭と接触させた後、脱イオン処理するこ
とを特徴とする。According to the method for producing pure water of the present invention, raw water is decarbonated under acidic conditions to obtain decarbonated water having an increased pH, and an alkali is added to the decarbonated water. It is characterized in that it is subjected to a deionization treatment after being brought into contact with activated carbon without being used.
【0011】即ち、本発明ではCO2 除去効率の高い脱
炭酸手段を用い、pHの上昇した脱炭酸処理水が得られ
るようにCO2 を高度に除去する。このようにCO2 が
少なくpHの上昇した脱炭酸処理水を得ることで、脱イ
オン処理に先立つアルカリ添加が不要となる。That is, in the present invention, decarbonation means having high CO 2 removal efficiency is used, and CO 2 is highly removed so as to obtain decarbonated water having an increased pH. By obtaining decarbonated water having a low CO 2 and an increased pH, it becomes unnecessary to add an alkali prior to deionization.
【0012】以下に本発明に好適な高CO2 除去効率の
脱炭酸手段及びその作用効果について説明する。The decarbonation means having high CO 2 removal efficiency suitable for the present invention and the operation and effect thereof will be described below.
【0013】前述の如く、通常の膜脱気装置でのCO2
の除去効率はpH条件で異なりpHが4以下で最も良い
とされている。一方、DOの除去は、pH等の影響を受
けることはない。本発明では、DO除去率の良い高効率
脱気装置を用いることにより、CO2 除去率をも高め、
CO2 の除去を効率的に行う。これにより、水中の溶存
炭酸成分がH+ +HCO3 -→H2 O+CO2 (ガス)と
なり、CO2 がガス化する過程でH+ イオン即ち、酸が
消費され、水のpHが上昇する。As described above, CO 2 in an ordinary membrane deaerator is used.
The removal efficiency varies depending on the pH conditions, and is considered to be best when the pH is 4 or less. On the other hand, removal of DO is not affected by pH or the like. In the present invention, by using a high-efficiency deaerator with a good DO removal rate, the CO 2 removal rate is also increased,
Efficient removal of CO 2 . As a result, the dissolved carbonic acid component in the water becomes H + + HCO 3 − → H 2 O + CO 2 (gas), and during the gasification of CO 2 , H + ions, that is, acids are consumed, and the pH of the water rises.
【0014】本発明では、このような高CO2 除去効率
の脱気装置を用いて、CO2 の除去によりpHを高め、
アルカリ性の脱炭酸処理水を得る。しかも、本発明では
脱炭酸処理水を活性炭処理することで、活性炭の触媒作
用によりわずかに残留するCO2 のイオン化を促進する
ため、アルカリ無添加で効率的な脱イオン処理を行え
る。In the present invention, the pH is increased by removing CO 2 using such a deaerator having a high CO 2 removal efficiency.
Obtain alkaline decarbonated water. Moreover, in the present invention the decarbonated water by activated carbon treatment, to promote the ionization of CO 2 that little residual by the catalytic action of activated carbon, enabling an efficient deionization treatment with an alkaline additive-free.
【0015】[0015]
【発明の実施の形態】以下に、図面を参照して本発明の
実施の形態を説明する。Embodiments of the present invention will be described below with reference to the drawings.
【0016】図1は本発明の純水製造方法の実施の形態
を示す系統図である。FIG. 1 is a system diagram showing an embodiment of the pure water producing method of the present invention.
【0017】まず、市水、工水、井水、回収水等に必要
に応じて除濁、除塩素等の前処理を施して得られる原水
に酸を添加した後、脱気装置1で脱気処理する。First, acid is added to raw water obtained by subjecting city water, industrial water, well water, recovered water, and the like to pretreatment such as turbidity and dechlorination as required, and then deaerated by the deaerator 1. Care.
【0018】なお、この脱気装置1としては、処理水の
DOを2ppb以下にまで低減可能な高DO除去率で、
高CO2 除去率の高効率膜脱気装置が好ましい。このよ
うな膜脱気装置の脱気膜の型式としては、コンパトなモ
ジュールで大きな膜面積を得ることができる中空糸膜が
最も好ましい。中空糸膜を使用する場合には、内部還流
型、外部還流型のどちらも使用することができるが、内
部還流型中空糸モジュールにおいては、中空糸膜の内径
が190μm以下特に、中空糸膜の内径が60μm〜1
90μmであることが好ましい。この内径が60μm未
満になると中空糸内部を流れる水の圧力損失が極めて大
きくなり、多量の水を処理することが困難となる。The deaerator 1 has a high DO removal rate capable of reducing the DO of the treated water to 2 ppb or less.
A high efficiency membrane deaerator with a high CO 2 removal rate is preferred. As a type of the degassing membrane of such a membrane degassing device, a hollow fiber membrane which can obtain a large membrane area with a compact module is most preferable. When a hollow fiber membrane is used, either an internal reflux type or an external reflux type can be used. In the internal reflux type hollow fiber module, the inner diameter of the hollow fiber membrane is 190 μm or less, Inner diameter is 60 μm-1
It is preferably 90 μm. When the inner diameter is less than 60 μm, the pressure loss of water flowing inside the hollow fiber becomes extremely large, and it becomes difficult to treat a large amount of water.
【0019】使用される中空糸膜は、液体として水を透
過せず脱気対象となる気体を十分良く透過させ、総括透
過速度Qが膜自身の気体透過速度律速とならない膜であ
れば良いが、例えば、酸素透過速度が1×10-5cm3
/cm2 ・sec・cmHg以上、水蒸気の透過速度が
400cm3 (STP)/cm2 ・sec・cmHg以
下の膜が好ましい。なお、膜自身の気体の透過速度の測
定はASTM−D1434に準拠して容易に行われる。
また膜の水蒸気透過速度の測定は、膜の一方の側に水を
満たし、反対側を減圧し、透過してきた水をコールドト
ラップに捕捉しその量を測定することにより容易に求め
ることができる。この時、膜の両側の水蒸気の圧力差
は、水のその測定温度での飽和水蒸気圧から減圧側の真
空度を減じた値とする。The hollow fiber membrane to be used may be any membrane as long as it does not permeate water as a liquid but allows gas to be degassed to permeate sufficiently, and the overall permeation rate Q does not become the gas permeation rate control of the membrane itself. For example, when the oxygen transmission rate is 1 × 10 −5 cm 3
/ Cm 2 · sec · cmHg or more and a film having a water vapor transmission rate of 400 cm 3 (STP) / cm 2 · sec · cmHg or less are preferable. The measurement of the gas permeation rate of the film itself is easily performed according to ASTM-D1434.
The measurement of the water vapor transmission rate of the membrane can be easily obtained by filling one side of the membrane with water, depressurizing the other side, capturing the permeated water in a cold trap, and measuring the amount. At this time, the pressure difference between the water vapor on both sides of the membrane is a value obtained by subtracting the degree of vacuum on the reduced pressure side from the saturated water vapor pressure of the water at the measurement temperature.
【0020】脱気膜の材質としては、疎水性の高い材質
が好ましく、例えばポリオレフィン、ポリエチレン、ポ
リプロピレン、ポリフッ化ビニリデン、シリコーン、フ
ッ素樹脂、ポリメチルペンテン等が挙げられる。親水性
の膜は水の遮断性及び水蒸気の遮断性の点で好ましくな
い。As the material of the degassing film, a material having high hydrophobicity is preferable, and examples thereof include polyolefin, polyethylene, polypropylene, polyvinylidene fluoride, silicone, fluororesin, and polymethylpentene. Hydrophilic membranes are not preferred in terms of water barrier properties and water vapor barrier properties.
【0021】膜の構造は多孔膜、均質膜、不均質膜、複
合膜、その他いずれでも良く特に制限するものではない
が、不均質膜、特にポリメチルペンテンを主成分とする
不均質膜が、酸素、窒素、炭酸ガス等の気体透過速度が
大きく、且つ水蒸気のバリヤー性が高く最も好ましい。The structure of the membrane may be a porous membrane, a homogeneous membrane, a heterogeneous membrane, a composite membrane, or any other type, and is not particularly limited. However, a heterogeneous membrane, particularly a heterogeneous membrane containing polymethylpentene as a main component, is Most preferred is a high gas permeation rate of oxygen, nitrogen, carbon dioxide, and the like, and a high barrier property of water vapor.
【0022】このような高効率の膜脱気装置を用いる場
合、脱気装置1に導入される水のpHは過度に小さくす
る必要はなく、pH4.5〜5.0程度で良い。このp
Hを4.5より低くすると、加える酸が多く残留するた
め脱炭酸処理によりpHの上昇した脱炭酸処理水を得る
ことが難しい。また、このpHが5.0より高いとCO
2 の除去効率が低下する。When such a high-efficiency membrane deaerator is used, the pH of the water introduced into the deaerator 1 does not need to be excessively low, and may be about 4.5 to 5.0. This p
When H is lower than 4.5, it is difficult to obtain decarbonated water whose pH has been increased by decarboxylation because a large amount of acid remains. If the pH is higher than 5.0, CO 2
The removal efficiency of 2 decreases.
【0023】なお、ここで添加される酸としては硫酸
(H2 SO4 )、塩酸(HCl)等が好適である。The acid added here is preferably sulfuric acid (H 2 SO 4 ), hydrochloric acid (HCl) or the like.
【0024】また、本発明において、脱炭酸処理水のp
Hは6.0〜6.8程度であることが好ましい。このp
Hが6.0より低いと脱イオン処理を効率的に行うこと
ができず、6.8より高いpHにまで脱炭酸することは
実用上困難である。また、CO2 の除去には水温の影響
が大きいため、膜脱気装置入口で熱交換器により温度調
整を行うことが望ましい。In the present invention, the decarbonated water p
H is preferably about 6.0 to 6.8. This p
If H is lower than 6.0, the deionization treatment cannot be performed efficiently, and it is practically difficult to decarbonate to a pH higher than 6.8. In addition, since the temperature of water is large in removing CO 2 , it is desirable to adjust the temperature with a heat exchanger at the entrance of the membrane deaerator.
【0025】脱炭酸によりpH6.0〜6.8とした脱
気装置1の流出水は、アルカリを添加することなく、活
性炭塔2に通水し、その後、第1段目のRO膜分離装置
(以下「第1RO膜分離装置」と称す。)3、第2段目
のRO膜分離装置(以下「第2RO膜分離装置」と称
す。)4に順次通水して脱イオン処理する。The effluent from the deaerator 1, which has been adjusted to pH 6.0 to 6.8 by decarboxylation, is passed through the activated carbon tower 2 without adding alkali, and then the first stage RO membrane separator (Hereinafter referred to as “first RO membrane separation device”) 3. Water is sequentially passed through a second-stage RO membrane separation device (hereinafter referred to as “second RO membrane separation device”) 4 for deionization.
【0026】この通水速度は、活性炭による触媒作用の
もと、CO2 のイオン化を十分に進行させるために、活
性炭塔2の滞留時間が60秒以上、特に150〜200
秒程度となるような速度とするのが好ましい。In order to sufficiently advance the ionization of CO 2 under the catalytic action of the activated carbon, the residence time of the activated carbon tower 2 is 60 seconds or more, particularly 150 to 200.
It is preferable to set the speed to about seconds.
【0027】本発明において、アルカリ性の脱炭酸処理
水を活性炭処理して得られる活性炭塔2の流出水は、水
中のCO2 がほぼ完全にイオン化された水であるため、
2段RO処理による脱イオン処理で、極めて高水質の処
理水を得ることができる。In the present invention, the effluent of the activated carbon tower 2 obtained by treating the alkaline decarbonated water with activated carbon is water in which CO 2 in the water is almost completely ionized.
Very high quality treated water can be obtained by the deionization treatment by the two-stage RO treatment.
【0028】なお、活性炭処理水にも、当然アルカリ添
加は不要であるが、RO膜分離装置でのアンモニアイオ
ン等の除去性を高めるため、微量の酸を添加しても良
い。Although it is not necessary to add an alkali to the activated carbon treated water, a small amount of an acid may be added in order to enhance the removal of ammonia ions and the like in the RO membrane separation apparatus.
【0029】本発明において、RO処理に用いるRO膜
としては特に制限はなく、通常のRO膜の他、表面をカ
チオン荷電させた正荷電膜等の荷電膜等を用いることも
できる。In the present invention, the RO film used for the RO treatment is not particularly limited. In addition to a normal RO film, a charged film such as a positively charged film whose surface is cationically charged may be used.
【0030】なお、図1の方法では、脱イオン処理を2
段RO処理で行っているが、更にRO膜分離装置を設け
て3段RO処理を行っても良い。また、2段RO処理
後、イオン交換処理を行って、純度を高めても良い。Incidentally, in the method of FIG.
Although the RO process is performed in a three-stage RO process, a three-stage RO process may be performed by further providing an RO membrane separation device. After the two-stage RO treatment, an ion exchange treatment may be performed to increase the purity.
【0031】このような本発明の純水製造方法は、特
に、半導体工場等の超純水システムの一次純水システム
における処理コストの低減、水質の向上及び処理効率の
向上に有効である。The method for producing pure water of the present invention is particularly effective for reducing the processing cost, improving the water quality, and improving the processing efficiency in the primary pure water system of an ultrapure water system such as a semiconductor factory.
【0032】[0032]
【実施例】以下に実施例及び比較例を挙げて本発明をよ
り具体的に説明する。The present invention will be described more specifically below with reference to examples and comparative examples.
【0033】実施例1 水道水を原水として、これに酸(HCl)を添加してp
H4.7〜4.8とした水を、膜脱気装置で脱気処理し
た後、活性炭塔にSV=20hr-1(滞留時間3分)で
通水し、その後、2段に直列配置したRO膜分離装置に
順次通水した。Example 1 Tap water was used as raw water, and acid (HCl) was added thereto to add p
After dewatering the water of H4.7 to 4.8 with a membrane deaerator, the water was passed through the activated carbon tower at SV = 20 hr -1 (residence time: 3 minutes), and then arranged in series in two stages. Water was sequentially passed through the RO membrane separation device.
【0034】なお、膜脱気装置に用いた脱気膜は、ポリ
メチルペンテンからなる不均質中空糸膜(中空糸膜の内
径185μm,酸素透過速度1.0×10-5cm3 /c
m2・sec・cmHg,水蒸気透過速度400cm3
/cm2 ・sec・cmHg)である。また、第1RO
膜分離装置及び第2RO膜分離装置で用いたRO膜は次
の通りである。The deaeration membrane used in the membrane deaerator was a heterogeneous hollow fiber membrane made of polymethylpentene (inner diameter of the hollow fiber membrane: 185 μm, oxygen transmission rate: 1.0 × 10 −5 cm 3 / c).
m 2 · sec · cmHg, water vapor transmission rate 400 cm 3
/ Cm 2 · sec · cmHg). Also, the first RO
The RO membranes used in the membrane separator and the second RO membrane separator are as follows.
【0035】 第1RO膜分離装置:日東電工製「ES−20」(4イ
ンチ) 第2RO膜分離装置:日東電工製「ES−20」(4イ
ンチ) 各部の水のpHと、膜脱気処理水のDO濃度及び得られ
た処理水(第2RO膜分離装置の透過水)のIC(Inor
ganic Carbon:全炭酸成分(CO2 ,HCO3 -及びCO
3 2- )を炭素換算した値)濃度を調べ、結果を表1に示
した。First RO membrane separation device: “ES-20” (4 inches) manufactured by Nitto Denko Second RO membrane separation device: “ES-20” (4 inches) manufactured by Nitto Denko DO concentration of water and IC (Inor) of the obtained treated water (permeated water of the second RO membrane separation device)
ganic Carbon: Total carbonic acid components (CO 2 , HCO 3 - and CO
The concentration of 3 2- ) in terms of carbon) was examined, and the results are shown in Table 1.
【0036】比較例1 実施例1において、活性炭塔への通水を行わず、膜脱気
処理水を直接2段RO処理したこと以外は同様に処理を
行い、結果を表1に示した。Comparative Example 1 The procedure of Example 1 was repeated, except that the membrane degassed water was directly subjected to two-stage RO treatment without passing water through the activated carbon tower. The results are shown in Table 1.
【0037】[0037]
【表1】 [Table 1]
【0038】表1より、本発明によれば、RO処理に先
立ちアルカリを添加することなく、高純度の純水を製造
することができることがわかる。Table 1 shows that according to the present invention, high-purity pure water can be produced without adding an alkali prior to RO treatment.
【0039】[0039]
【発明の効果】以上詳述した通り、本発明の純水製造方
法によれば、原水を脱炭酸処理した後脱イオン処理して
純水を製造するに当り、脱炭酸処理水にアルカリを添加
することなく効率的な脱イオン処理を行うことができ
る。このため、薬剤使用量が低減され、低コストで効率
的に高純度の純水を製造することが可能となる。As described in detail above, according to the method for producing pure water of the present invention, an alkali is added to the decarbonated water when the raw water is decarbonated and then deionized to produce pure water. An efficient deionization process can be performed without performing. Therefore, the amount of drug used is reduced, and high-purity pure water can be efficiently produced at low cost.
【図1】本発明の純水製造方法の実施の形態を示す系統
図である。FIG. 1 is a system diagram showing an embodiment of a pure water production method of the present invention.
1 脱気装置 2 活性炭塔 3 第1RO膜分離装置 4 第2RO膜分離装置 DESCRIPTION OF SYMBOLS 1 Deaerator 2 Activated carbon tower 3 1st RO membrane separation apparatus 4 2nd RO membrane separation apparatus
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI C02F 1/44 C02F 1/44 H ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification code FI C02F 1/44 C02F 1/44 H
Claims (1)
の上昇した脱炭酸処理水を得、該脱炭酸処理水にアルカ
リを添加することなく活性炭と接触させた後、脱イオン
処理することを特徴とする純水製造方法。1. Raw water is decarboxylated under acidic conditions to obtain a pH
Pure water production method characterized by obtaining decarbonated water with increased water content, contacting the decarbonated water with activated carbon without adding an alkali, and then deionizing the water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP08031097A JP3899583B2 (en) | 1997-03-31 | 1997-03-31 | Pure water production method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP08031097A JP3899583B2 (en) | 1997-03-31 | 1997-03-31 | Pure water production method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10272455A true JPH10272455A (en) | 1998-10-13 |
| JP3899583B2 JP3899583B2 (en) | 2007-03-28 |
Family
ID=13714703
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP08031097A Expired - Fee Related JP3899583B2 (en) | 1997-03-31 | 1997-03-31 | Pure water production method |
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| Country | Link |
|---|---|
| JP (1) | JP3899583B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007289887A (en) * | 2006-04-26 | 2007-11-08 | Kurita Water Ind Ltd | Pure water production equipment |
| JP2008542002A (en) * | 2005-05-25 | 2008-11-27 | マードック ユニバーシティ | Improved method for desalination |
| JP5731093B2 (en) * | 2005-11-30 | 2015-06-10 | コニカミノルタ株式会社 | Inkjet ink degassing method and inkjet ink manufacturing method |
| JP2017140550A (en) * | 2016-02-08 | 2017-08-17 | 野村マイクロ・サイエンス株式会社 | Pure water production apparatus, pure water production method, and ultrapure water production apparatus |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62110795A (en) * | 1985-11-06 | 1987-05-21 | Kurita Water Ind Ltd | High purity water production equipment |
| JPS62204893A (en) * | 1986-03-06 | 1987-09-09 | Japan Organo Co Ltd | Water treatment method using granular activated carbon tower and reverse osmosis membrane apparatus |
| JPH10461A (en) * | 1996-06-12 | 1998-01-06 | Kurita Water Ind Ltd | Wastewater treatment method |
| JPH10249340A (en) * | 1997-03-10 | 1998-09-22 | Kurita Water Ind Ltd | Pure water production method |
| JPH10309574A (en) * | 1997-05-08 | 1998-11-24 | Kurita Water Ind Ltd | Pure water production method |
-
1997
- 1997-03-31 JP JP08031097A patent/JP3899583B2/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62110795A (en) * | 1985-11-06 | 1987-05-21 | Kurita Water Ind Ltd | High purity water production equipment |
| JPS62204893A (en) * | 1986-03-06 | 1987-09-09 | Japan Organo Co Ltd | Water treatment method using granular activated carbon tower and reverse osmosis membrane apparatus |
| JPH10461A (en) * | 1996-06-12 | 1998-01-06 | Kurita Water Ind Ltd | Wastewater treatment method |
| JPH10249340A (en) * | 1997-03-10 | 1998-09-22 | Kurita Water Ind Ltd | Pure water production method |
| JPH10309574A (en) * | 1997-05-08 | 1998-11-24 | Kurita Water Ind Ltd | Pure water production method |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008542002A (en) * | 2005-05-25 | 2008-11-27 | マードック ユニバーシティ | Improved method for desalination |
| JP5731093B2 (en) * | 2005-11-30 | 2015-06-10 | コニカミノルタ株式会社 | Inkjet ink degassing method and inkjet ink manufacturing method |
| JP2007289887A (en) * | 2006-04-26 | 2007-11-08 | Kurita Water Ind Ltd | Pure water production equipment |
| JP2017140550A (en) * | 2016-02-08 | 2017-08-17 | 野村マイクロ・サイエンス株式会社 | Pure water production apparatus, pure water production method, and ultrapure water production apparatus |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3899583B2 (en) | 2007-03-28 |
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