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JPH0815595B2 - Desalination apparatus control method and apparatus - Google Patents
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JPH0815595B2 - Desalination apparatus control method and apparatus - Google Patents

Desalination apparatus control method and apparatus

Info

Publication number
JPH0815595B2
JPH0815595B2 JP4093320A JP9332092A JPH0815595B2 JP H0815595 B2 JPH0815595 B2 JP H0815595B2 JP 4093320 A JP4093320 A JP 4093320A JP 9332092 A JP9332092 A JP 9332092A JP H0815595 B2 JPH0815595 B2 JP H0815595B2
Authority
JP
Japan
Prior art keywords
raw water
chlorine
oxidant
reverse osmosis
osmosis membrane
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.)
Expired - Lifetime
Application number
JP4093320A
Other languages
Japanese (ja)
Other versions
JPH0623356A (en
Inventor
紀宏 川島
民雄 荒井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kawasaki Motors Ltd
Original Assignee
Kawasaki Jukogyo KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kawasaki Jukogyo KK filed Critical Kawasaki Jukogyo KK
Priority to JP4093320A priority Critical patent/JPH0815595B2/en
Publication of JPH0623356A publication Critical patent/JPH0623356A/en
Publication of JPH0815595B2 publication Critical patent/JPH0815595B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/124Water desalination
    • Y02A20/131Reverse-osmosis

Landscapes

  • Separation Using Semi-Permeable Membranes (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、酢酸セルロース系逆浸
透膜モジュールを備えた海水(又はかん水)淡水化装置
の制御方法及び装置、詳しくは、原水に危険物である硫
酸等のpH調整剤を添加することなく、逆浸透膜入口の
海水又はかん水(以下、原水という)の残留塩素糸酸化
剤濃度を、原水のpH値に対応させて従来の値よりも少
ない一定範囲内に制御し、逆浸透膜の酸化防止及びスラ
イム(微細な固体粒子)発生防止を図るとともに、高脱
塩率を維持する方法及び装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and apparatus for controlling seawater (or brackish water) desalination equipment equipped with a cellulose acetate reverse osmosis membrane module, and more specifically, a pH adjusting agent such as sulfuric acid which is a dangerous substance in raw water. Without adding, the residual chlorine thread oxidant concentration of seawater or brackish water (hereinafter referred to as raw water) at the inlet of the reverse osmosis membrane is controlled within a certain range smaller than the conventional value in accordance with the pH value of the raw water, The present invention relates to a method and apparatus for preventing oxidation of a reverse osmosis membrane and preventing slime (fine solid particles) from being generated, and maintaining a high desalination rate.

【0002】[0002]

【従来の技術】従来、酢酸セルロース系の逆浸透膜は、
酸化剤(滅菌剤としての次亜塩素酸ソーダ、液体塩素、
さらし粉、オゾン等)に耐性があることから、膜面での
スライム防止策として、膜面に酸化剤が接触する状態で
長期間安定運転ができる特徴を有しており、一般的に使
用されている。しかし、原水のpHが7以上では、加水
分解による劣化が生じるため、膜入口原水のpHを6.
5以下に硫酸等でpH調整がされている。このように、
従来は、硫酸等で原水のpHを6.5以下に調整した
後、酸化剤を塩素換算で0.5〜1ppm前後添加する
のが一般的な方法であった。
2. Description of the Related Art Conventionally, cellulose acetate-based reverse osmosis membranes are
Oxidizing agent (sodium hypochlorite as sterilizer, liquid chlorine,
Since it has resistance to bleaching powder, ozone, etc.), it has the characteristic that it can be stably operated for a long period of time with the oxidant in contact with the film surface as a measure to prevent slime on the film surface. There is. However, when the pH of the raw water is 7 or higher, deterioration due to hydrolysis occurs, so the pH of the raw water at the membrane inlet is set to 6.
The pH is adjusted to 5 or less with sulfuric acid or the like. in this way,
Conventionally, it was a general method to adjust the pH of raw water to 6.5 or less with sulfuric acid or the like, and then add an oxidizer in an amount of about 0.5 to 1 ppm in terms of chlorine.

【0003】特開昭63−69586号公報には、逆浸
透膜の酸化劣化を防止し、かつ、スライムの発生増加を
防止するために、原水にりん酸塩を0.1〜5ppm添
加する方法が記載されている。また、特開昭63−69
587号公報には、逆浸透膜の酸化劣化を防止し、か
つ、スライムの発生増加を防止するために、原水にフミ
ン酸類を0.1〜25ppm添加する方法が記載されて
いる。このように、従来は、原水に硫酸、りん酸塩、フ
ミン酸等を添加する方法が一般的であった。
JP-A-63-69586 discloses a method of adding 0.1 to 5 ppm of phosphate to raw water in order to prevent oxidative deterioration of a reverse osmosis membrane and to prevent an increase in slime generation. Is listed. Also, JP-A-63-69
Japanese Patent No. 587 describes a method of adding 0.1 to 25 ppm of humic acids to raw water in order to prevent oxidative deterioration of a reverse osmosis membrane and prevent an increase in slime generation. As described above, conventionally, a method of adding sulfuric acid, phosphate, humic acid, etc. to raw water has been generally used.

【0004】[0004]

【発明が解決しようとする課題】上記の硫酸等でpH調
整をした後、酸化剤を添加する方法においては、交通の
便の悪い離島等(淡水化装置は離島等に設置される場合
が多い)へpH調整剤である硫酸等を運搬するのが、安
全上の面からも困難であり、長期間安定運転を行なうこ
とが難しいという問題点がある。また、長期運転データ
の解析により、pHが6.5以下でも、残留酸化剤濃度
が塩素換算で1ppmに達すると、膜性能劣化が激しい
ことが見られ、膜劣化がpH値と残留酸化剤濃度との相
乗効果で生じることが判明した。
In the method of adding the oxidant after adjusting the pH with sulfuric acid or the like as described above, a remote island or the like having poor transportation convenience (the desalination device is often installed in the remote island or the like). It is difficult from the viewpoint of safety to transport sulfuric acid or the like as a pH adjusting agent to ()), and it is difficult to perform stable operation for a long period of time. In addition, analysis of long-term operation data showed that even when the pH was 6.5 or less, when the residual oxidant concentration reached 1 ppm in terms of chlorine, the membrane performance was significantly deteriorated, and the membrane deterioration was caused by the pH value and the residual oxidant concentration. It has been found that it is caused by a synergistic effect with.

【0005】すなわち、パイロットプラントで硫酸等の
pH調整剤を添加せず、酸化剤(この場合は、NaCl
O)のみを1ppm前後添加して約1年間の連続運転を
行ない、運転過程で使用している酢酸セルロース逆浸透
膜の性能劣化が見られたので、劣化の激しい膜エレメン
トについて劣化原因を調査した。設計段階で予想した膜
劣化要因は、硫酸等のpH調整剤を使用しないプロセス
を採用しているため、原水pHが高い(pH7.6〜
7.8)ための加水分解による劣化であった。しかし、
調査結果は予想に反して、滅菌剤(酸化剤)による酸化
劣化が主要因であることが判明した。以後、残留滅菌剤
濃度を塩素換算で0.1〜0.2ppm程度に管理制御
し運転を行なったところ、膜の性能劣化は大きく改善さ
れた。本発明は、上記の諸点に鑑みなされたもので、原
水pH域に応じて、膜入口原水の残留滅菌剤濃度を、従
来添加していた値より大幅に少ない一定範囲内の値に保
つことにより、膜の酸化劣化防止とスライム発生防止を
達成するとともに、高脱塩率を維持する方法及び装置を
提供することを目的とするものである。
That is, a pH adjusting agent such as sulfuric acid is not added in the pilot plant, and an oxidizing agent (in this case, NaCl is used).
O) alone was added at about 1 ppm and continuous operation was performed for about 1 year, and performance deterioration of the cellulose acetate reverse osmosis membrane used in the operation process was observed. . The membrane deterioration factor predicted at the design stage is high in raw water pH (pH 7.6 ~) because the process that does not use a pH adjuster such as sulfuric acid is adopted.
7.8). But,
Contrary to expectations, the results of the investigation revealed that oxidative deterioration due to the sterilizing agent (oxidizing agent) was the main factor. After that, when the residual sterilant concentration was controlled and controlled to about 0.1 to 0.2 ppm in terms of chlorine, the operation was performed, and the deterioration of the membrane performance was greatly improved. The present invention has been made in view of the above points, and by keeping the residual sterilant concentration of the membrane inlet raw water at a value within a certain range, which is significantly smaller than the value conventionally added, depending on the pH range of the raw water. It is an object of the present invention to provide a method and a device for preventing oxidation deterioration of a film and preventing slime generation and maintaining a high desalination rate.

【0006】[0006]

【課題を解決するための手段及び作用】上記の目的を達
成するために、本発明の淡水化装置の制御方法は、酢酸
セルロース系逆浸透膜に海水又はかん水を原水として透
過させて、透過水と濃縮水とに分離する淡水化方法にお
いて、逆浸透膜入口の残留塩素系酸化剤濃度が、原水の
pH7.0〜7.5のとき塩素換算で0.2〜0.4p
pm、又は原水のpH7.5〜8.2のとき塩素換算で
0.05〜0.2ppmの範囲に入るように、原水に添
加する塩素系酸化剤添加量を制御することを特徴として
いる。具体的には、膜入口の原水の残留塩素系酸化剤濃
度を、入口原水のpH値に応じて、つぎのように制御す
る。 pH7.0〜7.5:塩素換算0.2〜0.4ppm、望ましくは 0.2〜0.3ppm pH7.5〜8.2:塩素換算0.05〜0.2ppm、望ましくは 0.1〜0.2ppm 塩素系酸化剤としては、次亜塩素酸ソーダ(NaCl
O)、液体塩素、さらし粉(Ca(ClO))などが
用いられる。なお、塩素系酸化剤の代りにオゾンを用い
ることも可能である。この場合、残留オゾン濃度は、塩
素換算値0.05〜0.4ppmに実質的に相当する値
とする。逆浸透膜入口の残留塩素系酸化剤濃度が塩素換
算で0.05ppm未満の場合は、残留塩素系酸化剤に
よる滅菌効果がうすれ、逆浸透膜表面でのスライム発生
が生じやすいという不都合があり、一方、0.4ppm
を超える場合は、残留塩素系酸化剤による逆浸透膜エレ
メントの酸化劣化が顕著になるという不都合がある。
In order to achieve the above object, the method for controlling a desalination apparatus of the present invention is a permeated water obtained by allowing seawater or brackish water to pass through a cellulose acetate reverse osmosis membrane as raw water. In the desalination method in which the residual chlorine-based oxidant concentration at the inlet of the reverse osmosis membrane is
When the pH is 7.0-7.5, it is 0.2-0.4p in terms of chlorine.
pm or in terms of chlorine when the pH of raw water is 7.5 to 8.2
It is characterized in that the amount of the chlorine-based oxidant added to the raw water is controlled so as to fall within the range of 0.05 to 0.2 ppm. Specifically, the residual chlorine-based oxidizer concentration of the raw water at the membrane inlet is controlled as follows according to the pH value of the raw water at the inlet. pH 7.0 to 7.5: 0.2 to 0.4 ppm in terms of chlorine, preferably 0.2 to 0.3 ppm pH 7.5 to 8.2: 0.05 to 0.2 ppm in terms of chlorine, preferably 0.1 ~ 0.2ppm As a chlorine-based oxidizer, sodium hypochlorite (NaCl
O), liquid chlorine, bleaching powder (Ca (ClO) 2 ) and the like are used. It is also possible to use ozone instead of the chlorine-based oxidizing agent. In this case, the residual ozone concentration is a value substantially corresponding to a chlorine conversion value of 0.05 to 0.4 ppm. If the residual chlorine-based oxidizing agent concentration at the inlet of the reverse osmosis membrane is less than 0.05 ppm in terms of chlorine, there is a disadvantage that the sterilizing effect of the residual chlorine-based oxidizing agent is weakened and slime is likely to occur on the surface of the reverse osmosis membrane. On the other hand, 0.4 ppm
If it exceeds, there is a disadvantage that the oxidative deterioration of the reverse osmosis membrane element due to the residual chlorine-based oxidizing agent becomes remarkable.

【0007】一般の海水は、取水場所が決まってしまえ
ば、性状が安定しており、pHもほぼ一定であるので、
原水pHを定期的にpHメータでチェックし、必要に応
じ、残留酸化剤のフィードバック制御のセットポイン
トを変更することで十分である。一方、かん水では、降
雨量等でその性状が大幅に変化する場合があり、pH計
を取り付けて、pHによって残留酸化剤計のフィードバ
ック制御のセットポイントを自動的に変更する仕組みが
必要となる場合もある。この場合は、原水のpH及び残
留塩素系酸化剤濃度を検出し、これらの値により塩素系
酸化剤添加量を制御するように構成する。
[0007] General seawater has stable properties and a substantially constant pH once the location of water intake is determined.
It is sufficient to periodically check the pH of the raw water with a pH meter and, if necessary, change the feedback oxidizer meter feedback control set point. On the other hand, in the case of brackish water, its properties may change drastically due to rainfall, etc., and it is necessary to install a pH meter and automatically change the set point of the feedback control of the residual oxidizer meter depending on the pH. There is also. In this case, the pH of the raw water and the residual chlorine-based oxidant concentration are detected, and the amount of chlorine-based oxidant added is controlled by these values.

【0008】本発明の淡水化装置の制御装置は、図1に
示すように、海水又はかん水を濾過する圧力濾過器10
と、濾過された原水を加圧する高圧ポンプ12と、加圧
された原水を処理して透過水と濃縮水とに分離する酢酸
セルロース系逆浸透膜モジュール14と、原水に添加す
る塩素系酸化剤を貯留する酸化剤タンク16と、塩素系
酸化剤を原水に添加する酸化剤注入ポンプ18を有する
酸化剤添加ライン20とを備えた淡水化装置において、
圧力濾過器10と逆浸透膜モジュール14との間の原水
ライン22に残留塩素検出器24を設け、この検出器2
4と酸化剤注入ポンプ18とを、原水のpH値によって
フィードバック制御のセットポイントを変更・制御する
ための残留塩素系酸化剤コントローラ26を介して接続
したことを特徴としている。図1において、原水は原水
ポンプ28によりまず酸化剤混合器30に導入され、こ
こで、混合器30の上流側で添加された塩素系酸化剤と
混合される。ついで、原水は圧力濾過器10に導入さ
れ、夾雑物が濾過された後、保安フィルター32で微粉
粒子がさらに濾過される。ついで、原水は高圧ポンプで
高圧(例えば、55kg/cmG〜65kg/cm
G)に加圧されて多数の酢酸セルロース糸逆浸透エレメ
ントからなる逆浸透膜モジュール14に導入され、透過
水(淡水)と濃縮水(濃塩分水)とに分離される。
As shown in FIG. 1, the controller of the desalination apparatus of the present invention comprises a pressure filter 10 for filtering seawater or brackish water.
A high pressure pump 12 for pressurizing the filtered raw water, a cellulose acetate-based reverse osmosis membrane module 14 for treating the pressurized raw water to separate it into permeate and concentrated water, and a chlorine-based oxidizer added to the raw water A desalination apparatus comprising an oxidant tank 16 for storing the oxidant, and an oxidant addition line 20 having an oxidant injection pump 18 for adding a chlorine-based oxidant to raw water,
A residual chlorine detector 24 is provided in the raw water line 22 between the pressure filter 10 and the reverse osmosis membrane module 14, and the detector 2
4 and the oxidant injection pump 18 depending on the pH value of the raw water
Change / control the feedback control set point
Is connected via a residual chlorine-based oxidizer controller 26. In FIG. 1, raw water is first introduced into an oxidizer mixer 30 by a raw water pump 28, where it is mixed with a chlorine-based oxidizer added upstream of the mixer 30. Next, the raw water is introduced into the pressure filter 10 to filter impurities, and then the safety filter 32 further filters fine powder particles. Then, the raw water is pressurized by a high pressure pump (for example, 55 kg / cm 2 G to 65 kg / cm 2
It is pressurized by G) and introduced into the reverse osmosis membrane module 14 composed of a large number of cellulose acetate yarn reverse osmosis elements, and separated into permeated water (fresh water) and concentrated water (concentrated salt water).

【0009】高圧ポンプ12の上流側の原水ライン22
には、残留塩素検出器24が設けられており、この検出
器24で逆浸透膜モジュール14入口の原水中の残留塩
素を検出し、この値により残留塩素系酸化剤コントロー
ラ26介して酸化剤注入ポンプ18のモータを制御し、
原水に添加される塩素系酸化剤量を調節する。そして、
逆浸透膜モジュール14入口の原水中の残留塩素系酸化
剤濃度が、塩素換算で0.05〜0.4ppm、望まし
くは0.1〜0.3ppmの範囲に入るように制御す
る。
Raw water line 22 upstream of the high-pressure pump 12
Is equipped with a residual chlorine detector 24, which detects residual chlorine in the raw water at the inlet of the reverse osmosis membrane module 14, and uses this value to inject the oxidant via the residual chlorine-based oxidant controller 26. Control the motor of the pump 18,
Adjust the amount of chlorine-based oxidizer added to the raw water. And
The residual chlorine-based oxidant concentration in the raw water at the inlet of the reverse osmosis membrane module 14 is controlled so as to fall within the range of 0.05 to 0.4 ppm, preferably 0.1 to 0.3 ppm in terms of chlorine.

【0010】また、原水が、pHの変動し易いかん水で
ある場合は、図2に示すように、図1の装置に加えて、
圧力濾過器10と逆浸透膜モジュール14との間の原水
ライン22にpH検出器34を設け、このpH検出器3
4と残留塩素系酸化剤コントローラ26とを、演算器3
6を介して接続する場合もある。この場合は、演算器3
6で検出したpH値に応じた出力を出し、コントローラ
26にセットバリューとして入力するようにする。
When the raw water is brackish water whose pH is easily changed, as shown in FIG. 2, in addition to the apparatus shown in FIG.
A pH detector 34 is provided in the raw water line 22 between the pressure filter 10 and the reverse osmosis membrane module 14, and the pH detector 3 is provided.
4 and the residual chlorine-based oxidant controller 26, the operation unit 3
In some cases, the connection may be made via 6. In this case, the calculator 3
An output corresponding to the pH value detected in 6 is output and is input to the controller 26 as a set value.

【0011】[0011]

【実施例】以下、本発明の実施例、比較例、参考例を挙
げて説明する。 比較例1 酢酸セルロース逆浸透膜モジュールを備えた海水淡水化
装置で、pH調整剤を注入しないで、原水(海水)のp
H7.6〜7.8、膜入口部残留酸化剤(NaClOを
使用)濃度1.0〜1.2ppmで連続運転を行ったと
ころ、透過水の水質悪化が著しく、運転開始後7ケ月で
最も劣化の激しい膜エレメントの脱塩率は96%程度ま
で悪化した(表1参照)。
EXAMPLES Examples of the present invention, comparative examples, and reference examples will be described below. Comparative Example 1 A seawater desalination apparatus equipped with a cellulose acetate reverse osmosis membrane module was used to p-pure raw water (seawater) without injecting a pH adjuster.
When continuous operation was performed at H 7.6 to 7.8 and the concentration of residual oxidant (using NaClO) at the membrane inlet of 1.0 to 1.2 ppm, the water quality of the permeate was significantly deteriorated, and was the highest in 7 months after the start of operation. The desalination rate of the membrane element which deteriorated severely deteriorated to about 96% (see Table 1).

【0012】実施例1 比較例1における劣化の激しい膜エレメントを分解検査
したところ、酸化剤(NaClOを使用)による酸化劣
化が著しいことが判明したので、図1に示す装置を用い
て、膜入口部の海水中の残留酸化剤濃度を塩素換算で
0.1〜0.2ppmに制御し、新しい膜エレメントで
連続運転を行ったところ、運転7ケ月後でも、脱塩率は
ほとんど変化しなかった(表1参照)。
Example 1 When the membrane element of Comparative Example 1 which was severely deteriorated was decomposed and inspected, it was found that the oxidative deterioration due to the oxidant (using NaClO) was remarkable. Therefore, using the apparatus shown in FIG. When the residual oxidant concentration in the seawater of the part was controlled to 0.1 to 0.2 ppm in terms of chlorine and continuous operation was performed with a new membrane element, the desalination rate hardly changed even after 7 months of operation. (See Table 1).

【0013】比較例2 酢酸セルロース逆浸透膜モジュールを備えた海水淡水化
装置で、pH調整剤を注入しないで、原水(海水)のp
H7.0〜7.2、膜入口部残留酸化剤(NaClOを
使用)濃度1.0〜1.2ppmで連続運転を行ったと
ころ、透過水の水質悪化が著しく、運転開始後6ケ月で
最も劣化の激しい膜エレメントの脱塩率は99.2%で
あった(表2参照)。
Comparative Example 2 In a seawater desalination apparatus equipped with a cellulose acetate reverse osmosis membrane module, p of raw water (seawater) was injected without injecting a pH adjusting agent.
H7.0-7.2, the residual oxidant (using NaClO) concentration at the membrane inlet was continuously operated at 1.0-1.2ppm, and the water quality of the permeate was significantly deteriorated. The desalination rate of the membrane element with severe deterioration was 99.2% (see Table 2).

【0014】実施例2 実施例1の結果から、既設海水淡水化設備を図1の如く
改良し、pH7.0〜7.2で残留塩素濃度を0.3p
pmに制御した結果、初期の6ケ月間の性能劣化に比
し、変更後6ケ月後の性能劣化は著しく減少した(表2
参照)。
Example 2 From the results of Example 1, the existing seawater desalination facility was improved as shown in FIG. 1, and the residual chlorine concentration was 0.3 p at pH 7.0 to 7.2.
As a result of controlling to pm, the performance degradation 6 months after the change was significantly reduced compared to the performance degradation in the initial 6 months (Table 2
reference).

【0015】[0015]

【表1】 [Table 1]

【0016】[0016]

【表2】 [Table 2]

【0017】参考例1 従来の一般的なプロセスを示す。酢酸セルロース逆浸透
膜モジュールを備えた海水淡水化装置で、pH8.0の
原水(海水)に希硫酸を注入し、膜入口でのpHを6.
3〜6.5に調整し、膜入口の原水中の残留酸化剤(N
aClOを使用)濃度を塩素換算で0.5〜1.0pp
mで運転している(残留塩素濃度の制御なし)。本装置
では、運転開始7ケ月後も脱塩率の低下は小さく、安定
した運転が継続されている(表3参照)。この結果か
ら、前記の本発明の実施例では、pH調整剤を注入しな
くても、従来の一般的なプロセス(参考例1)と同等の
効果があることがわかる。
Reference Example 1 A conventional general process is shown. Using a seawater desalination apparatus equipped with a cellulose acetate reverse osmosis membrane module, dilute sulfuric acid was injected into raw water (seawater) having a pH of 8.0 to adjust the pH at the membrane inlet to 6.
Adjusted to 3 to 6.5, residual oxidizer (N
Use aClO) Concentration converted to chlorine is 0.5-1.0pp
Operating at m (without residual chlorine concentration control). With this device, the decrease in the desalination rate was small even after 7 months from the start of operation, and stable operation was continued (see Table 3). From this result, it can be seen that the above-mentioned embodiment of the present invention has the same effect as the conventional general process (Reference Example 1) without injecting the pH adjuster.

【0018】[0018]

【表3】 [Table 3]

【0019】[0019]

【発明の効果】本発明は上記のように構成されているの
で、つぎのような効果を奏する。 (1) 危険物である硫酸等のpH調整剤を使用するこ
となく、酢酸セルロース系の逆浸透膜の脱塩性能を維持
することが可能なため、運転コストが低減され、メンテ
ナンスが簡略化される。 (2) 従来のプロセスに比べて、酸化剤の添加量が低
減するので、(1)の効果と相俟って、運転コストがさ
らに低減される。 (3) 酢酸セルロース系の逆浸透膜の酸化剤に対する
耐性の特徴は維持しているために、膜面でのスライム発
生が生じない。 (4) 膜寿命が延びるために、膜の変換頻度が少なく
なり、メンテナンスコストが低減される。
Since the present invention is configured as described above, it has the following effects. (1) Since the desalting performance of the cellulose acetate reverse osmosis membrane can be maintained without using a pH adjuster such as sulfuric acid which is a dangerous substance, the operating cost is reduced and the maintenance is simplified. It (2) Since the amount of the oxidant added is reduced as compared with the conventional process, the operating cost is further reduced in combination with the effect of (1). (3) Since the cellulose acetate-based reverse osmosis membrane maintains the characteristic of resistance to an oxidizing agent, slime generation does not occur on the membrane surface. (4) Since the life of the film is extended, the conversion frequency of the film is reduced and the maintenance cost is reduced.

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

【図1】本発明の淡水化装置の制御装置の一実施例を示
すフローシートである。
FIG. 1 is a flow sheet showing an embodiment of a controller for a desalination apparatus according to the present invention.

【図2】本発明の装置の他の実施例を示すフローシート
である。
FIG. 2 is a flow sheet showing another embodiment of the device of the present invention.

【符号の説明】[Explanation of symbols]

10 圧力濾過器 12 高圧ポンプ 14 酢酸セルロース系逆浸透膜モジュール 16 酸化剤タンク 18 酸化剤注入ポンプ 20 酸化剤添加ライン 22 原水ライン 24 残留塩素検出器 26 残留塩素系酸化剤コントローラ 34 pH検出器 36 演算器 10 Pressure Filter 12 High Pressure Pump 14 Cellulose Acetate Reverse Osmosis Membrane Module 16 Oxidant Tank 18 Oxidant Injection Pump 20 Oxidant Addition Line 22 Raw Water Line 24 Residual Chlorine Detector 26 Residual Chlorine Oxidant Controller 34 pH Detector 36 Calculation vessel

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 酢酸セルロース系逆浸透膜に海水又はか
ん水を原水として透過させて、透過水と濃縮水とに分離
する淡水化方法において、 逆浸透膜入口の残留塩素系酸化剤濃度が、原水のpH
7.0〜7.5のとき塩素換算で0.2〜0.4pp
m、又は原水のpH7.5〜8.2のとき塩素換算で
0.05〜0.2ppmの範囲に入るように、原水に添
加する塩素系酸化剤添加量を制御することを特徴とする
淡水化装置の制御方法。
1. A desalination method comprising permeating seawater or brackish water as raw water through a cellulose acetate reverse osmosis membrane to separate the permeated water and concentrated water, wherein the residual chlorine-based oxidant concentration at the inlet of the reverse osmosis membrane is raw water. PH of
0.2 to 0.4 pp in terms of chlorine when 7.0 to 7.5
m, or when the pH of raw water is 7.5 to 8.2, converted to chlorine
A method for controlling a desalination apparatus, which comprises controlling the amount of chlorine-based oxidant added to raw water so as to fall within a range of 0.05 to 0.2 ppm.
【請求項2】 原水のpH及び残留塩素系酸化剤濃度を
検出し、これらの値により塩素系酸化剤添加量を制御す
ることを特徴とする請求項1記載の淡水化装置の制御方
法。
2. The method for controlling a desalination apparatus according to claim 1, wherein the pH of the raw water and the concentration of the residual chlorine-based oxidant are detected, and the amount of the chlorine-based oxidant added is controlled by these values.
【請求項3】 海水又はかん水を濾過する圧力濾過器
(10)と、濾過された原水を加圧する高圧ポンプ(1
2)と、加圧された原水を処理して透過水と濃縮水とに
分離する酢酸セルロース系逆浸透膜モジュール(14)
と、原水に添加する塩素系酸化剤を貯留する酸化剤タン
ク(16)と、塩素系酸化剤を原水に添加する酸化剤注
入ポンプ(18)を有する酸化剤添加ライン(20)と
を備えた淡水化装置において、 圧力濾過器(10)と逆浸透膜モジュール(14)との
間の原水ライン(22)に残留塩素検出器(24)を設
け、この検出器(24)と酸化剤注入ポンプ(18)と
、原水のpH値によってフィードバック制御のセット
ポイントを変更・制御するための残留塩素系酸化剤コン
トローラ(26)を介して接続したことを特徴とする淡
水化装置の制御装置。
3. A pressure filter (10) for filtering seawater or brine, and a high-pressure pump (1) for pressurizing the filtered raw water.
2) and a cellulose acetate reverse osmosis membrane module (14) for treating pressurized raw water to separate it into permeated water and concentrated water
An oxidant tank (16) for storing a chlorine-based oxidant to be added to the raw water, and an oxidant addition line (20) having an oxidant injection pump (18) for adding the chlorine-based oxidant to the raw water. In the desalination apparatus, a residual chlorine detector (24) is provided in the raw water line (22) between the pressure filter (10) and the reverse osmosis membrane module (14), and the detector (24) and the oxidant injection pump are provided. (18) and set the feedback control according to the pH value of the raw water
A controller for a desalination apparatus, which is connected through a residual chlorine-based oxidant controller (26) for changing and controlling points .
【請求項4】 圧力濾過器(10)と逆浸透膜モジュー
ル(14)との間の原水ライン(22)にpH検出器
(34)を設け、このpH検出器(34)と残留塩素系
酸化剤コントローラ(26)とを、演算器(36)を介
して接続したことを特徴とする請求項3記載の淡水化装
置の制御装置。
4. A pH detector (34) is provided in the raw water line (22) between the pressure filter (10) and the reverse osmosis membrane module (14), and the pH detector (34) and residual chlorine-based oxidation are provided. The controller of the desalination apparatus according to claim 3, wherein the agent controller (26) is connected via a computing unit (36).
JP4093320A 1992-03-19 1992-03-19 Desalination apparatus control method and apparatus Expired - Lifetime JPH0815595B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4093320A JPH0815595B2 (en) 1992-03-19 1992-03-19 Desalination apparatus control method and apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4093320A JPH0815595B2 (en) 1992-03-19 1992-03-19 Desalination apparatus control method and apparatus

Publications (2)

Publication Number Publication Date
JPH0623356A JPH0623356A (en) 1994-02-01
JPH0815595B2 true JPH0815595B2 (en) 1996-02-21

Family

ID=14079005

Family Applications (1)

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

Country Link
JP (1) JPH0815595B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000042544A (en) * 1998-07-31 2000-02-15 Toyobo Co Ltd Pretreatment for desalination by reverse osmosis membrane method
JP5963570B2 (en) * 2012-06-28 2016-08-03 株式会社ウェルシィ Groundwater purification apparatus and operation method thereof
JP5978959B2 (en) * 2012-11-29 2016-08-24 Jfeエンジニアリング株式会社 Wastewater treatment method
JP6836172B2 (en) * 2017-03-31 2021-02-24 三浦工業株式会社 Water treatment system

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59189912A (en) * 1983-04-12 1984-10-27 Nitto Electric Ind Co Ltd Membrane separation treatment

Also Published As

Publication number Publication date
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