TW200844054A - Water treatment apparatus and method of water treatment - Google Patents

Water treatment apparatus and method of water treatment Download PDF

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Publication number
TW200844054A
TW200844054A TW096143197A TW96143197A TW200844054A TW 200844054 A TW200844054 A TW 200844054A TW 096143197 A TW096143197 A TW 096143197A TW 96143197 A TW96143197 A TW 96143197A TW 200844054 A TW200844054 A TW 200844054A
Authority
TW
Taiwan
Prior art keywords
water
water treatment
polymer
treatment device
reverse osmosis
Prior art date
Application number
TW096143197A
Other languages
Chinese (zh)
Inventor
Shogo Anzai
Takahiro Kawakatsu
Original Assignee
Kurita Water Ind Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kurita Water Ind Ltd filed Critical Kurita Water Ind Ltd
Publication of TW200844054A publication Critical patent/TW200844054A/en

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D61/00Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
    • B01D61/02Reverse osmosis; Hyperfiltration ; Nanofiltration
    • B01D61/025Reverse osmosis; Hyperfiltration
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D61/00Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
    • B01D61/02Reverse osmosis; Hyperfiltration ; Nanofiltration
    • B01D61/04Feed pretreatment
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D65/00Accessories or auxiliary operations, in general, for separation processes or apparatus using semi-permeable membranes
    • B01D65/08Prevention of membrane fouling or of concentration polarisation
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/44Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
    • C02F1/441Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by reverse osmosis
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D2311/00Details relating to membrane separation process operations and control
    • B01D2311/04Specific process operations in the feed stream; Feed pretreatment
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D2321/00Details relating to membrane cleaning, regeneration, sterilization or to the prevention of fouling
    • B01D2321/16Use of chemical agents
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/54Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
    • C02F1/56Macromolecular compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/66Treatment of water, waste water, or sewage by neutralisation; pH adjustment
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/08Multistage treatments, e.g. repetition of the same process step under different conditions
    • 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

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Nanotechnology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Organic Chemistry (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

A water treatment apparatus involving feeding of raw water to a reverse osmosis membrane treatment unit, wherein the reverse osmosis membrane treatment unit is one for feeding of raw water at a pH value of 7 or below and is fitted with a reverse osmosis membrane treated with a rejection rate enhancing agent composed mainly of a polymer. Further, there is provided a water treatment apparatus involving feeding of raw water to a reverse osmosis membrane treatment unit, wherein the reverse osmosis membrane treatment unit is one for feeding of raw water at a pH value of 7 or below and is fitted on its primary side with rejection rate enhancing agent supply means for supply of a rejection rate enhancing agent composed mainly of a polymer. Still further, there is provided a method of water treatment involving feeding of raw water at a pH value of 7 or below to a reverse osmosis membrane treatment unit, which method comprises the step of either periodically or when the reverse osmosis membrane treatment unit exhibits a drop in rejection rate, treating the reverse osmosis membrane of the reverse osmosis membrane treatment unit with a rejection rate enhancing agent composed mainly of a polymer.

Description

200844054 九、發明說明 【發明所屬之技術領域】 本發明係關於一種使用逆滲透膜之水處理裝置及水處 理方法。 【先前技術】 爲了有效地利用水資源,而持續進行將廢水回收、再 生、再利用之製程或將海水淡水化之製程的導入。因此以 如此之背景爲基礎,爲了得到水質高之處理水,可除去電 解質、除去中低分子之奈米過濾膜或逆滲透膜(以下,除 特別記載以外,逆滲透膜亦包含奈米過濾膜,而將逆滲透 膜記爲「RO膜」)的使用係不可或缺。另一方面,由於 半導體電路形成技術的進步,可製作線寬65nm以下之電 路。伴隨於此,對超純水之水質的要求亦升高,而期盼能 開發一種能減輕後段處理的負荷,可以更高水準實現純水 製造之純水製造裝置及純水製造方法。 RO膜可以高阻斷率除去金屬離子等,相反的,給水 中所含之金屬會於濃縮中以高倍率濃縮,故會產生起因於 鈣、鎂、鉀及碳酸等之鏽皮障礙之問題。又,自來水所含 之鐵或鋁,於中性至鹼的範圍中會以氫氧化物等之型態形 成沉澱物,該沉澱物會使RO膜之性能顯著降低。爲了解 決如此之課題,曾有將對逆滲透處理裝置(以下,記爲「 RO裝置」)之給水pH調整爲酸性的方法被提出(例如, 專利文獻1、專利文獻2 )。 -4- 200844054 另一方面,以RO膜之處理’已知一般而言對離子化 之物質的阻斷率提高,對於因應硼、氧化矽、有機酸、碳 酸等pH之上昇而離子化之物質,也曾提出以高PH除去 之方法(例如,專利文獻3、專利文獻4 )。再者,於非 專利文獻1揭示,以RO膜之NaCl之阻斷率依PH而異, 最佳pH範圍爲6〜8。 因此,爲了防止鏽皮障礙或因氰氧化鐵或氫氧化鋁所 致之RO膜性能降低的,若以酸性條件進行逆滲透膜處理 (以下,記爲「RO處理」),會有硼、氧化矽、有機酸 、碳酸、及一般之電解質之阻斷率降低,使後段之水處理 設備之負荷增大、或處理設備增大之問題。 然而’本發明人,於先前曾提出一種藉由以離子性高 分子處理,使無機電解質或水溶性有機物之阻斷率提昇之 RO膜(專利文獻5 )。然而,於本公報,雖記載以離子性 高分子處理RO膜,藉此,提昇NaCl等完全解離型之無 機電解質或異丙醇等水溶性有機物之阻斷率,但並未記對 使用本RO膜之RO裝置以PH7以下之條件供給原水之水 處理裝置及水處理方法。 非專利文獻1 :池田健一,「低壓逆滲透膜之開發與 實用化」,膜 Vol. 16,No. 4,1991,p. 223-232 專利文獻1:日本特開平9-19687號公報 專利文獻2:日本特開2〇〇2-18437號公報 專利文獻3:日本特開平ι〇_2〇2249號公報 專利文獻4:日本特開2〇〇〇_271569號公報 200844054 專利文獻5:日本特開2006-110520號公報 【發明內容】 本發明之目的在於提供一種水處理方法及水 ,其可解決上述以往之問題點,於將原水供給至 進行處理之際,可有效地防止鏽皮障礙及/或防 氫氧化物所致之RO膜之性能降低,並且,可安 率地製得高處理水質之RO膜透過水,而可減低 處理裝置之負荷,或者,可使水處理裝置整體之 易者。 第1樣態之水處理裝置,係具備供給原水而 膜處理水與濃縮水之逆滲透膜處理裝置的水處理 特徵係,該逆滲透膜處理裝置,係將原水以PH7 者,且,具備經阻斷率提昇劑處理之逆滲透膜。 第2樣態之水處理裝置,係具備供給原水而 膜處理水與濃縮水之逆滲透膜處理裝置的水處理 特徵係,該逆滲透膜處理裝置,係將原水以PH7 者,且,於其一次側具有用以供給阻斷率提昇劑 提昇劑供給步驟。 第3樣態之水處理方法,係將PH7以下之原 逆滲透膜處理裝置以得逆滲透膜處理水與濃縮水 方法,其特徵係,定期的、或於該逆滲透膜處理 斷率降低時,具有以阻斷率提昇劑處理該逆滲透 置之逆滲透膜的步驟。 處理裝置 RO裝置 止因金屬 定且有效 後段之水 構成爲簡 得逆滲透 裝置,其 以下供給 得逆滲透 裝置,其 以下供給 的阻斷率 水供給至 之水處理 裝置之阻 膜處理裝 -6- 200844054 藉由本發明,藉由使用以阻斷率提劑處理之 即使將PH7以下之給水供給至RO裝置,亦可得 之RO膜透過水。 【實施方式】 以下,參照圖示詳細說明本發明之水處理裝 理方法之實施型態。 圖1係顯示本發明之水處理裝置及水處理方 型態之系統圖。圖2、3係顯示本發明之RO裝置 阻斷率提昇處理步驟之一例之系統圖。 本發明之水處理裝置及水處理方法,係將原 以下供給至RO裝置以得到RO處理水與濃縮水 止RO裝置之阻塞或積垢之目的,較佳爲設置有 示之活性碳塔1或過濾裝置2作爲前處理裝置爲 裝置2,可使用砂過濾裝置、超過濾裝置、精密 、小型過濾裝置等。前處理裝置,亦可再設置預 ,亦可特別於過濾裝置2的前段設置凝集處理裝 於RO裝置4之前段設置PH調整槽3,於 pH調整劑將原水之pH調整爲7以下,之後,調 以下之原水供給至RO裝置4。於pH調整槽3, 整爲pH = 4〜7、較佳爲pH = 4.5〜6.0、特佳爲pH = 過低,則即使使用後述之以阻斷率提昇劑處理之 無法得到足夠高水質之RO處理水,且,會產生 蝕或RO膜本身之劣化等問題。又,pH若超過: RO膜, 高脫鹽率 置及水處 法之實施 之洗淨及 水以 p Η 7 者。於防 如圖1所 佳。過濾 過濾裝置 濾器,又 置等。 此,添加 整爲ρΗ7 通常係調 5。pH 若 RO膜亦 裝置之腐 7,則會有 200844054 產生鏽皮障礙、或當給水含有鐵或銘等多價金屬時 生該等多價金屬之氫氧化物之析出障礙之虞。 又,由於通常原水之pH爲中性程度,故pH 通常係使用酸,但當超出上述範圍之pH爲低的情 可使用鹼。又,原水之PH若爲上述範圍內時不需 整pH,但因原水水質之變動會使pH暫時上升,故 如pH調整槽3之pH調整機構爲佳。作爲pH調整 之酸或鹼,可使用一般於PH調整時所使用者,並 限定,但較佳爲,使用鹽酸、硫酸等作爲酸,使用 鈉、氫氧化鉀等作爲鹼。 亦可於pH調整槽3等給水系設置PH計(未 ,亦可於後述之R〇裝置之濃縮水之線上設置pH 整爲上述範圍。 於監視RO處理是否適當地進行的目的,以於 置4之後段設置水質計5爲佳。水質計5,於可最 評價水質的觀點,較佳爲使用導電率計、比電阻計 無特別限定,亦可使用氧化矽計或TOC計等。又 設置複數個水質計。 以本發明之水處理裝置及水處理方法製造純水 了除去RO裝置之透過水(RO透過水)中之碳酸, 1所示,以於RO裝置4之後段設置膜脫氣裝置6 酸裝置爲佳。該脫碳酸裝置,可於RO裝置之前段 而當於脫碳酸裝置使用脫氣膜時,爲了避免脫氣膜 物污染而使其性能降低,以於RO裝置4之後段設 會有產 調整劑 形下亦 特別調 以設置 劑使用 無特別 氫氧化 圖示) 計以調 RO裝 簡單地 ,但並 ,亦可 時,爲 可如圖 等脫碳 設置, 因有機 置爲佳 200844054 又,當以本發明之水處理裝置及水處理方法將海水或 鹹水淡水化、或將廢水或循環冷卻水等進行脫鹽處理以回 收時,脫碳酸裝置以設置於RO裝置4之前段爲佳。藉由 如此將脫碳酸裝置設置於RO裝置4之前段,可藉RO膜 更有效地防止碳酸鈣系鏽皮之發生,可將回收率設定爲高 〇 於本實施樣態,係使用脫膜氣裝置作爲脫碳酸裝置, 但並無特別限定,亦可使用脫碳酸塔或藉氮氣起泡等之脫 碳酸裝置。由碳酸除去效果的觀點,以使用脫碳酸塔或脫 膜氣裝置作爲脫碳酸裝置爲佳。 RO裝置4,可使用1段,而爲了提升水質,亦可設置 2段以上之多段。又,當將RO裝置4設置多段時,可於 全部之RO裝置4使用以後述之阻斷率提昇劑處理之R0 膜,亦可僅於特定之段使用。 又’當以本發明之水處理裝置及水處理方法製造超純 水時,於圖1之膜脫氣裝置6之後段,設置離子交換樹脂 裝置、電氣再生式去離子裝置、UV (紫外線)氧化裝置 、混合樹脂(混床式離子交換樹脂)裝置、超過濾裝置等 〇 於本發明,以阻斷率提昇劑處理RO裝置之r〇膜( 以下,將該處理稱爲「阻斷率提昇處理」)。 RO裝置,係由將具備RO膜之RO膜元件裝塡至管之 R 〇膜模組所構成。本發明之R Ο裝置所使用之R 0膜,係 200844054 透過膜將溶液間之滲透壓差以上之壓力施加於高濃度側, 以阻斷溶質、使溶劑透過之液體分離膜。R〇膜之膜構造 ’可舉例如複合膜、相分離膜等等高分子膜等。本發明所 使用之RO膜之材料,可舉例如芳香族系聚醯胺、脂肪族 系聚醯胺、該等之複合材料等之聚醯胺系材料、乙酸纖維 素等纖維素系材料等。該等之中,特佳爲使用於芳香族系 聚醯胺RO膜進行本發明之阻斷率提昇處理者。 RO膜模組之形式並無特別限定,可使用例如管狀膜 模組、平面膜模組、螺旋膜模組、中空系膜模組等。 本發明所使用之阻斷率提昇劑,只要藉對RO膜施以 後述之阻斷率提昇處理而可提昇水溶性有機物或無機電解 質之組斷率者即可,並無特別限定,較佳可使用重量平均 分子量1000以上之化合物、特別是重量平均分子量10萬 以上之離子性高分子、或重量平均分子量1000〜10000之 具有聚伸烷二醇鏈之化合物。 於本發明,藉由使用該等化合物作爲阻斷率提昇劑的 主要成分,可大幅減低RO膜之透過流速,提昇RO膜之 阻斷率,電解質等以往之RO膜難以除去之低分子量之非 離子性有機物、或硼、氧化矽亦可有效地除去。 於本發明,重量平均分子量,係將高分子或聚伸烷二 醇等化合物之水溶液以凝膠滲透層析法分析,由所得之層 析圖換算成聚環氧乙烷標準品之分子量來求得。於聚環氧 乙烷標準品無法取得之高分子量範圍,可以光散射法、超 離心法等求出重量平均分子量。 -10- 200844054 於本發明,可使用之較佳離子性高分子之重量平均分 子量,以3 0萬以上爲佳、1 0 0萬以上爲更佳。離子性高分 子之重量平均分子量若未滿1 〇萬,則使離子性高分子安 定地吸附於透過膜,但難以長時間維持該狀態,使阻斷率 有無法充分地提昇之虞。 本發明之阻斷率提昇劑所使用之離子性高分子並無特 別限制,可舉例如陽離子性高分子、陰離子性高分子、兩 性高分子等。該等之中,較佳可使用陽離子性高分子及陰 離子性高分子。兩性高分子,較佳爲,陽離子性構造單位 或陰離子性構造單位較其他構造單位爲多,整體爲偏屬陽 離子性或陰離子性者。 本發明所使用之陽離子性高分子,可舉例如聚乙烯胺 、聚烯丙基胺、聚丙烯醯胺、聚葡萄胺糖等一級胺化合物 、聚伸乙亞胺等二級胺化合物、聚(丙烯酸二甲基胺基乙 酯)、聚(甲基丙烯酸二甲基胺基乙酯)等三級胺化合物、於 聚苯乙烯加成四級銨基者等之四級銨化合物、聚乙烯脒、 聚乙烯吡啶、聚吡略、聚乙烯二唑等具有雜環之化合物等 。又,可使用該等構造之共聚合高分子、或混合複數種之 高分子者。該等之中,較佳可使用具有雜環之化合物,特 佳可使用聚乙烯二唑。 聚乙烯二唑,係具有以通式〔1〕所表示之構造單位 之陽離子性高分子。惟,於通式〔1〕中,R1〜R4,各自獨 立表示氫原子或烷基,R1〜R4之烷基,可舉例如甲基等碳 數1〜3之烷基。 -11 - 200844054 [化1]200844054 IX. Description of the Invention [Technical Field] The present invention relates to a water treatment apparatus and a water treatment method using a reverse osmosis membrane. [Prior Art] In order to effectively utilize water resources, the process of recycling, regenerating, and reusing waste water or the process of desalination of seawater is continuously carried out. Therefore, based on such a background, in order to obtain treated water having high water quality, the electrolyte can be removed, and a medium or low molecular nanofiltration membrane or a reverse osmosis membrane can be removed (hereinafter, the reverse osmosis membrane also includes a nanofiltration membrane unless otherwise specified). The use of a reverse osmosis membrane as "RO membrane" is indispensable. On the other hand, due to advances in semiconductor circuit formation technology, circuits having a line width of 65 nm or less can be fabricated. Along with this, the demand for water quality of ultrapure water is also increasing, and it is expected to develop a pure water manufacturing apparatus and a pure water manufacturing method which can reduce the load of the latter stage treatment and can realize pure water production at a higher level. The RO membrane can remove metal ions and the like at a high blocking ratio. Conversely, the metal contained in the feed water is concentrated at a high rate during concentration, so that problems due to scale defects such as calcium, magnesium, potassium, and carbonic acid are generated. Further, iron or aluminum contained in the tap water forms a precipitate in the form of a hydroxide or the like in a neutral to alkali form, and the precipitate significantly degrades the performance of the RO membrane. In order to solve such a problem, a method of adjusting the pH of the feed water of the reverse osmosis treatment apparatus (hereinafter referred to as "RO apparatus") to be acidic has been proposed (for example, Patent Document 1 and Patent Document 2). -4- 200844054 On the other hand, treatment with RO membranes is known to generally increase the blocking rate of ionized substances, and substances which are ionized in response to an increase in pH such as boron, cerium oxide, organic acid or carbonic acid. A method of removing at a high pH has also been proposed (for example, Patent Document 3 and Patent Document 4). Further, in Non-Patent Document 1, it is disclosed that the blocking ratio of NaCl in the RO film varies depending on pH, and the optimum pH range is 6 to 8. Therefore, in order to prevent the scale barrier or the RO membrane performance due to iron oxyhydroxide or aluminum hydroxide from deteriorating, if the reverse osmosis membrane treatment (hereinafter referred to as "RO treatment") is carried out under acidic conditions, boron or oxidation may occur. The blocking rate of hydrazine, organic acid, carbonic acid, and general electrolytes is lowered, causing an increase in the load of the water treatment equipment in the latter stage or an increase in processing equipment. However, the present inventors have previously proposed an RO membrane which has an increase in the blocking ratio of an inorganic electrolyte or a water-soluble organic substance by treatment with an ionic polymer (Patent Document 5). However, in this publication, the RO membrane is treated with an ionic polymer, thereby increasing the blocking rate of a completely dissociated inorganic electrolyte such as NaCl or a water-soluble organic substance such as isopropyl alcohol, but the RO is not used. The RO device of the membrane is supplied to the raw water treatment device and the water treatment method under the conditions of pH 7 or lower. Non-Patent Document 1: Kenichi Ikeda, "Development and Practical Use of Low Pressure Reverse Osmosis Membrane", Membrane Vol. 16, No. 4, 1991, p. 223-232 Patent Document 1: Japanese Patent Laid-Open Publication No. Hei 9-19687 Japanese Unexamined Patent Publication No. Hei. No. Hei. No. Hei. No. Hei. No. Hei. JP-A-2006-110520 SUMMARY OF THE INVENTION An object of the present invention is to provide a water treatment method and water which can solve the above-mentioned conventional problems, and can effectively prevent scale damage when supplying raw water to a treatment. / or the performance of the RO membrane caused by the hydroxide is reduced, and the RO membrane permeating the high-quality water can be prepared to reduce the load of the treatment device, or the water treatment device can be easily By. The water treatment device according to the first aspect is a water treatment feature system including a reverse osmosis membrane treatment device that supplies raw water and membrane-treated water and concentrated water, and the reverse osmosis membrane treatment device has a raw water of pH 7 and has a A reverse osmosis membrane treated with a blocking rate enhancer. The water treatment device according to the second aspect is a water treatment feature system including a reverse osmosis membrane treatment device that supplies raw water and membrane-treated water and concentrated water, and the reverse osmosis membrane treatment device has a raw water of pH 7 and is The primary side has a supply agent for supplying a blocking rate enhancer lifter. The third aspect of the water treatment method is a method for treating a reverse osmosis membrane treated water and a concentrated water by using a reverse osmosis membrane treatment device of pH 7 or less, which is characterized in that the periodicity or the treatment rate of the reverse osmosis membrane is lowered. And a step of treating the reverse osmosis reverse osmosis membrane with a blocking rate enhancer. The treatment device RO device stops the metal and is effective, and the water in the latter stage is composed of a simplified reverse osmosis device, and the reverse osmosis device is supplied below, and the blocking rate water supplied below is supplied to the water treatment device of the water treatment device. - 200844054 According to the present invention, even if the feed water having a pH of 7 or less is supplied to the RO device by treatment with a blocking rate agent, the RO film can be obtained through the water. [Embodiment] Hereinafter, embodiments of the water treatment and treatment method of the present invention will be described in detail with reference to the drawings. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a system diagram showing a water treatment apparatus and a water treatment mode of the present invention. Figs. 2 and 3 are system diagrams showing an example of the RO device blocking rate increasing processing procedure of the present invention. The water treatment device and the water treatment method of the present invention are intended to supply the RO device to the RO device for the purpose of obtaining blockage or fouling of the RO treatment water and the concentrated water to prevent the RO device, preferably provided with the activated carbon column 1 or The filter device 2 is a pretreatment device as the device 2, and a sand filter device, an ultrafiltration device, a precision, a small filter device, or the like can be used. The pretreatment device may be further provided with a pre-set, or may be provided in the front stage of the filter device 2, and the pH adjustment tank 3 may be provided in the front stage of the RO device 4, and the pH of the raw water may be adjusted to 7 or less after the pH adjuster. The raw water below is supplied to the RO unit 4. In the pH adjusting tank 3, the whole pH is 4 to 7, preferably pH = 4.5 to 6.0, and particularly preferably pH = too low, even if it is treated with a blocking rate increasing agent as described later, it is not possible to obtain a sufficiently high water quality. RO treats water and causes problems such as corrosion or deterioration of the RO film itself. In addition, if the pH exceeds: RO membrane, high demineralization rate and water treatment are carried out, and water is p Η 7 . It is better to prevent it as shown in Figure 1. Filter the filter unit and set it again. Therefore, adding ρΗ7 is usually adjusted to 5. pH If the RO membrane is also rotted by the device 7, there will be a 200844354 rust barrier, or a barrier to the precipitation of hydroxides of such polyvalent metals when the feed water contains iron or a polyvalent metal such as Ming. Further, since the pH of the raw water is usually neutral, the pH is usually an acid, but when the pH outside the above range is low, a base can be used. Further, when the pH of the raw water is within the above range, the pH is not required, but the pH is temporarily increased due to the change in the quality of the raw water. Therefore, the pH adjusting mechanism of the pH adjusting tank 3 is preferable. The acid or base to be pH-adjusted can be used as a general user in the pH adjustment, but it is preferred to use hydrochloric acid, sulfuric acid or the like as an acid, and sodium, potassium hydroxide or the like as a base. It is also possible to provide a pH meter in the water supply system such as the pH adjusting tank 3 (not, it is also possible to set the pH to the above range on the concentrated water line of the R〇 device to be described later. For monitoring the RO processing, it is possible to set it up. It is preferable to set the water quality meter 5 in the subsequent stage. The water quality meter 5 is preferably a conductivity meter or a specific resistance meter, and may be a cerium oxide meter or a TOC meter. a plurality of water meters. The pure water is produced by the water treatment device and the water treatment method of the present invention to remove the carbonic acid in the permeated water (RO permeated water) of the RO device, as shown in FIG. 1 to set the membrane degassing after the RO device 4 The apparatus 6 is preferably an acid device. The decarbonation device can be used in the front stage of the RO device and when the degassing device is used in the decarbonation device, the performance of the degassing device is reduced in order to avoid contamination of the degassing film. It is also possible to adjust the shape of the agent to be used in the form of a special agent for the use of the setting agent.) It is simple to adjust the RO, but it can also be set for decarburization as shown in the figure. Good 200844054 again, when this is In the water treatment device and the water treatment method of the invention, when the seawater or the salt water is desalinated, or the wastewater or the circulating cooling water is desalted for recovery, the decarbonation device is preferably disposed in the front stage of the RO device 4. By disposing the decarbonation device in the front stage of the RO device 4 in this way, the RO film can be more effectively prevented from occurring by the RO film, and the recovery rate can be set higher than the present embodiment, and the stripping gas can be used. The apparatus is not limited to a decarbonation apparatus, and a decarbonation tower or a decarbonation apparatus such as bubbling with nitrogen may be used. From the viewpoint of the effect of removing carbonic acid, it is preferred to use a decarbonation column or a stripping gas device as the carbonation device. The RO unit 4 can be used in one stage, and in order to improve the water quality, a plurality of stages of two or more stages can be set. Further, when the RO device 4 is provided in a plurality of stages, the R0 film treated by the blocking rate enhancer described later may be used in all of the RO devices 4, or may be used only in a specific section. Further, when ultrapure water is produced by the water treatment device and the water treatment method of the present invention, an ion exchange resin device, an electric regenerative deionization device, and UV (ultraviolet) oxidation are disposed in the subsequent stage of the membrane degassing device 6 of Fig. 1. The device, the mixed resin (mixed bed type ion exchange resin) device, the ultrafiltration device, etc., are used in the present invention to treat the RO device of the RO device with a blocking rate enhancer (hereinafter, this process is referred to as "blocking rate lifting process" "). The RO device is composed of an R diaphragm module in which an RO membrane element having an RO membrane is attached to a tube. The R 0 film used in the R crucible device of the present invention is a liquid separation membrane in which a pressure higher than the osmotic pressure difference between the solutions is applied to the high concentration side through the membrane to block the solute and the solvent. The film structure of the R 〇 film is, for example, a polymer film such as a composite film or a phase separation film. The material of the RO film to be used in the present invention may, for example, be an aromatic polyamide or an aliphatic polyamine, a polyamine-based material such as a composite material or the like, or a cellulose-based material such as cellulose acetate. Among these, it is particularly preferable to use the aromatic polyamine RO membrane for the blocking rate improvement treatment of the present invention. The form of the RO membrane module is not particularly limited, and for example, a tubular membrane module, a planar membrane module, a spiral membrane module, a hollow membrane module, or the like can be used. The blocking rate-enhancing agent used in the present invention is not particularly limited as long as it can increase the blocking ratio of the water-soluble organic substance or the inorganic electrolyte by applying a blocking rate increasing treatment to the RO film, and is not particularly limited. A compound having a weight average molecular weight of 1,000 or more, particularly an ionic polymer having a weight average molecular weight of 100,000 or more, or a compound having a polyalkylene glycol chain having a weight average molecular weight of 1,000 to 10,000 is used. In the present invention, by using these compounds as a main component of the blocking rate enhancer, the flow rate of the RO membrane can be greatly reduced, the blocking ratio of the RO membrane can be increased, and the low molecular weight which is difficult to remove by conventional RO membranes such as electrolytes. The ionic organic matter, or boron or cerium oxide, can also be effectively removed. In the present invention, the weight average molecular weight is determined by gel permeation chromatography using an aqueous solution of a compound such as a polymer or a polyalkylene glycol, and the obtained chromatogram is converted into a molecular weight of a polyethylene oxide standard. Got it. The weight average molecular weight can be determined by a light scattering method, an ultracentrifugation method or the like in a high molecular weight range which cannot be obtained by a polyethylene oxide standard. -10- 200844054 In the present invention, the weight average molecular weight of the preferred ionic polymer to be used is preferably more than 300,000 and more preferably 1,000,000 or more. When the weight average molecular weight of the ionic polymer is less than 1,000,000, the ionic polymer is stably adsorbed to the permeable membrane, but it is difficult to maintain the state for a long period of time, and the blocking ratio may not be sufficiently improved. The ionic polymer to be used in the blocking rate enhancer of the present invention is not particularly limited, and examples thereof include a cationic polymer, an anionic polymer, and an amphoteric polymer. Among these, a cationic polymer and an anionic polymer are preferably used. The amphoteric polymer preferably has more cationic structural units or anionic structural units than other structural units, and the whole is partial cation or anionic. The cationic polymer used in the present invention may, for example, be a primary amine compound such as polyvinylamine, polyallylamine, polyacrylamide or polyglucosamine, or a secondary amine compound such as polyethylenimine or poly( a tertiary amine compound such as dimethylaminoethyl acrylate or poly(dimethylaminoethyl methacrylate), a quaternary ammonium compound such as a quaternary ammonium group added to a polystyrene, or a polyethylene ruthenium And a compound having a hetero ring such as polyvinylpyridine, polypyrrol or polyvinyldiazole. Further, a copolymerized polymer of these structures or a mixture of a plurality of polymers may be used. Among these, a compound having a hetero ring is preferably used, and a polyethylene diazole is particularly preferably used. The polyethylene diazole is a cationic polymer having a structural unit represented by the formula [1]. In the formula [1], R1 to R4 each independently represent a hydrogen atom or an alkyl group, and the alkyl group of R1 to R4 may, for example, be an alkyl group having 1 to 3 carbon atoms such as a methyl group. -11 - 200844054 [Chemical 1]

R4 / C_ C = N I NR4 / C_ C = N I N

R2R2

…[1] 具有通式〔1〕所表示構造單位之陽離子性高分子, 可將丙烯腈或甲基丙烯腈、與N-乙烯基羧酸醯胺、N-異 丙烯基羧酸醯胺、N-乙烯基羧酸醯亞胺或N-異丙烯基羧 酸醯亞胺共聚合,將所得之共高分子水解、脒化,藉此來 製造。 以如此方法所製造之聚乙烯脒’除通式〔1〕所表示 之構造單位之外,亦有具有來自丙烯腈等之氰基、因氰基 之水解所生之胺甲醯基、因N-乙烯基羧酸醯胺單位等之 水解所生成之胺基等的可能性。 如此之陽離子性高分子之市售製品,可利用戴爾尼德 里克斯公司製陽離子系高分子凝集劑「庫里費克斯(註冊 商標CP111)」。 聚乙烯脒,由於雜環之氮原子與一級胺之氮原子具有 陽離子性,故陽離子密度高,而可展現對水中之陽離子源 之高阻斷率。當具有其他雜環之高分子的情形時’亦可藉 由賦予一級胺等陽離子性之官能基,提高陽離子密度。 藉由使陽離子性高之重量平均分子量10萬以上之陽 離子性高分子,例如,如聚乙烯脒之構造單位中之具有一 -12- 200844054 級至三級胺或四級銨鹽構造之高分子,吸附 表面,可有效提昇水中之陽離子源之阻斷率 透過膜之膜表面一般爲具有負電荷,且陽離 分子量爲大,可使高分子安定地吸附於膜表 率,並且,由於陽離子性高分子之親水性高 可大幅降低。 本發明所使用之陰離子性高分子,可舉 烯酸、聚甲基丙烯酸等具有羧基之高分子、 羧基之高分子的羧基部分成爲鈉、鉀等金屬 聚苯乙烯磺酸、聚葡糖硫酸、聚乙烯磺酸等 高分子、或者具有該等磺酸基之高分子的磺 鈉、鉀等金屬鹽之高分子等。又,可使用該 合高分子、或混合複數種高分子者。其中, 之磺酸基獲磺酸金屬鹽基,由於陰離子性強 吸附於透過膜之膜表面而提昇阻斷性能,可 並且,透過流束大幅降低,故較佳。 於透過膜之膜表面,亦存在有相對於負 ,特別是於如聚醯胺鍵解離之阻斷率降低之 。因此,即使爲離子性高分子亦具有與存在 電荷的相互作用,若重量平均分子量大於1 持更安定之鍵結狀態,而可展現對水中之陰 率提昇效果。 本發明較佳可使用之具有聚伸烷二醇鏈 量平均分子量爲1000〜10000、較佳爲200〇π 於透過膜之膜 。亦即,由於 子性高分子之 面而提昇阻斷 ’故透過流束 例如,如聚丙 或者具有該等 鹽之高分子、 具有磺酸基之 酸基部分成爲 等構造之共聚 聚苯乙燏磺酸 ,故可安定地 長時間保持, 電荷之正電荷 膜,更爲顯著 於膜表面之正 0萬,則可維 離子源之阻斷 之化合物,重 6 0 0 0、更佳爲 -13- 200844054 3 0 00〜5 0 00。若具有聚伸烷二醇鏈之化合物之重量平均分 子量過小,則無法充分地提昇奈米過濾膜或逆滲透膜之阻 斷率,處理後之阻斷率提昇劑之固定性亦有降低之虞。具 有聚伸烷二醇鏈之化合物之重量平均分子量若過大’則奈 米過濾膜或逆滲透膜之透過流束會有大幅降低之虞。 聚伸烷二醇鏈,具有推測爲因伸烷二醇之脫水縮聚合 所生成之構造,但實際上可藉由環氧烷之藉鹼之陰離子聚 合或藉質子起始之陽離子聚合來製造。 本發明所使用之化合物所具有之聚伸烷二醇鏈,可舉 例如聚乙二醇鏈、聚丙二醇鏈、聚1,3丙二醇鏈、及聚四 亞甲基二醇鏈等。該等二醇鏈,例如,可藉由環氧乙烷、 環氧丙烷、氧代環丁烷、四氫呋喃等之開環聚合而形成。 於本發明,具有聚伸烷二醇鏈之化合物,亦可使用於 聚伸烷二醇鏈導入離子性基之化合物。離子性基,可舉例 如磺基-S03H、羧基-COOH、胺基-ΝΗ2、四級銨基-N + R3M-(此處,R爲氫原子或烴基,Μ表示鹼金屬原子等之離子 對)等。 該等具有聚伸烷二醇鏈之化合物,可單獨使用1種、 亦可混合2種以上使用。 於本發明,RO裝置,係以ρΗ7以下進行r〇處理, 而於該場合,RO裝置給水會富含陰離子,故導入具有聚 伸烷二醇鏈之化合物之離子性基,以強陰離子性之磺基爲 有效。於聚伸烷二醇鏈導入磺基之方法,例如,可於聚乙 二醇水溶液添加環氧丙醇與亞硫酸鈉,藉由於7 〇〜9 〇 °C、 -14- 200844054 迴流條件下之反應,可合成下述式〔2〕或〔3〕所示之磺 酸化聚乙二醇。 [化2][1] a cationic polymer having a structural unit represented by the formula [1], which may be acrylonitrile or methacrylonitrile, N-vinyl carboxylic acid decylamine, N-isopropenyl carboxylic acid decylamine, N-vinyl carboxylic acid quinone imine or N-isopropenyl ruthenium hydride is copolymerized, and the obtained copolymer is hydrolyzed and deuterated to produce. The polyethylene oxime produced by such a method has a structural unit represented by the general formula [1], and also has a cyano group derived from acrylonitrile or the like, and an aminomethyl thiol group derived from hydrolysis of a cyano group. - the possibility of an amine group or the like formed by hydrolysis of a vinyl carboxylic acid guanamine unit or the like. As a commercially available product of such a cationic polymer, a cationic polymer aggregating agent "Curry Ficks (registered trademark CP111)" manufactured by Delnyd Ricks Co., Ltd. can be used. Polyethylene oxime, since the nitrogen atom of the heterocyclic ring is cationic with the nitrogen atom of the primary amine, has a high cation density and exhibits a high blocking ratio to a cation source in water. In the case of a polymer having another heterocyclic ring, the cationic density can also be increased by imparting a cationic functional group such as a primary amine. A cationic polymer having a weight average molecular weight of 100,000 or more, for example, a polymer having a structure of a -12-200844054 to a tertiary amine or a quaternary ammonium salt in a structural unit such as polyethylene fluorene The adsorption surface can effectively increase the blocking rate of the cation source in the water. The membrane surface of the membrane generally has a negative charge, and the cation molecular weight is large, so that the polymer can be stably adsorbed to the membrane surface, and, because of the high cationicity The high hydrophilicity of the molecule can be greatly reduced. In the anionic polymer to be used in the present invention, a carboxyl group of a polymer having a carboxyl group such as an enoic acid or a polymethacrylic acid or a carboxyl group may be a metal polystyrenesulfonic acid such as sodium or potassium, or a polyglucose sulfate. A polymer such as polyvinyl sulfonic acid or a polymer of a metal salt such as sodium sulfonate or potassium having a polymer of the sulfonic acid group. Further, it is possible to use the polymer or a mixture of a plurality of polymers. Among them, the sulfonic acid group has a sulfonic acid metal salt group, and since it is strongly adsorbed on the surface of the membrane of the permeable membrane to enhance the blocking performance, it is preferable because the flow beam is greatly reduced. On the surface of the membrane permeable to the membrane, there is also a decrease in the blocking ratio with respect to negative, particularly, such as polyamine bond dissociation. Therefore, even if it is an ionic polymer, it has an interaction with the presence of electric charge, and if the weight average molecular weight is more than 1, a more stable bonding state is exhibited, and the effect of improving the negative rate in water can be exhibited. Preferably, the present invention has a polyalkylene glycol chain having an average molecular weight of from 1,000 to 10,000, preferably 200 〇π to the membrane of the permeable membrane. That is, the blocking is promoted by the surface of the sub-polymer, so that the permeate stream, for example, a polymer such as polyacryl or a polymer having the salt, and an acid group having a sulfonic acid group, becomes a copolymer of polystyrene sulfonate. Acid, so it can be stably maintained for a long time, the positive charge film of charge, more significant than the positive surface of the film surface, the compound of the blocking source of the vitamin source, weighing 690, more preferably -13- 200844054 3 0 00~5 0 00. If the weight average molecular weight of the compound having a polyalkylene glycol chain is too small, the blocking rate of the nanofiltration membrane or the reverse osmosis membrane cannot be sufficiently increased, and the immobilization property of the blocking rate improving agent after the treatment is also lowered. . If the weight average molecular weight of the compound having a polyalkylene glycol chain is too large, the permeation flux of the nanofiltration membrane or the reverse osmosis membrane is greatly reduced. The polyalkylene glycol chain has a structure which is presumed to be formed by dehydration polymerization of an alkylene glycol, but can be produced by anionic polymerization of an alkylene oxide base or cationic polymerization by proton. The polyalkylene glycol chain of the compound used in the present invention may, for example, be a polyethylene glycol chain, a polypropylene glycol chain, a poly1,3-propylene glycol chain, or a polytetramethylene glycol chain. These diol chains can be formed, for example, by ring-opening polymerization of ethylene oxide, propylene oxide, oxocyclobutane, tetrahydrofuran or the like. In the present invention, a compound having a polyalkylene glycol chain may be used as a compound in which a polyalkylene glycol chain is introduced into an ionic group. Examples of the ionic group include sulfo-S03H, carboxyl-COOH, amino-indole 2, and quaternary ammonium-N + R3M- (wherein R is a hydrogen atom or a hydrocarbon group, and Μ represents an ion pair such as an alkali metal atom). )Wait. These compounds having a polyalkylene glycol chain may be used singly or in combination of two or more. In the present invention, the RO device is subjected to r〇 treatment under ρΗ7 or less, and in this case, the RO device feed water is rich in anions, so that an ionic group having a compound having a polyalkylene glycol chain is introduced to strongly anionic. The sulfo group is effective. a method for introducing a sulfo group into a polyalkylene glycol chain, for example, adding a solution of glycidol and sodium sulfite in a polyethylene glycol aqueous solution by a reaction under reflux conditions of 7 〇 〜9 〇 ° C, -14- 200844054, The sulfonated polyethylene glycol represented by the following formula [2] or [3] can be synthesized. [Chemical 2]

H(OCHaCH2)i7rrr〇〇tCH*-CHO X YH(OCHaCH2)i7rrr〇〇tCH*-CHO X Y

Nj ΟII , ν O-S- OCH-CH -(ΟΟΗ,ΟΗ,)πγ 0 x y Q \\ -S-CT ΝίII 〇 [23Nj ΟII , ν O-S- OCH-CH -(ΟΟΗ,ΟΗ,)πγ 0 x y Q \\ -S-CT ΝίII 〇 [23

oIIoII

-fCH-CHOI i X Y -S —0~ ΝI II ‘100 0 [3] 惟,於式〔2〕 、 〔 3〕 ,(X、Y)係(Η、CH2OH)或 (CH2OH、H)。 然而,磺酸化聚乙二醇並不限定於式〔2〕或〔3〕所 示之化合物,可例示如下述式〔4〕所示之化合物、式〔5 〕所示之化合物等。 [化3] Ο-fCH-CHOI i X Y -S —0~ ΝI II ‘100 0 [3] However, in the formula [2], [3], (X, Y) (Η, CH2OH) or (CH2OH, H). However, the sulfonated polyethylene glycol is not limited to the compound represented by the formula [2] or [3], and examples thereof include a compound represented by the following formula [4], a compound represented by the formula [5], and the like. [化3] Ο

II H(OCHaCH2)r^Tr〇〇-S-〇- Na^II H(OCHaCH2)r^Tr〇〇-S-〇- Na^

II Ο Ο ΟII Ο Ο Ο

II IIII II

Na+ —Ο— S — (OCHaCH2)5^rn^〇 — S —CT Na + -15- …[4] 200844054 於本發明,以具有未導入離子性基之聚伸烷二醇鏈之 化合物水溶液處理RO膜,於膜會吸附具有未導入離子性 基之聚伸烷二醇鏈之化合物,藉此可提昇非離子性低分子 之阻斷率。又,以具有導入離子性基之聚伸烷二醇鏈之化 合物水溶液處理RO膜,於膜會吸附具有導入離子性基之 聚伸烷二醇鏈之化合物,藉此可提昇離子性溶質之阻斷率 。於前者,雖離子性溶質之阻斷率提昇,但以後者之提昇 效果爲高,相反的,於後者,雖非離子性溶質之阻斷率提 昇’但以前者對非離子性溶質之阻斷率提昇效果高。因此 ,較佳爲視分離對象、目的分別使用兩者。 本發明,當基質之膜之阻斷率高時,藉由組斷率提昇 處理,可賦予更高之阻斷率。 於本發明,聚伸烷二醇鏈以聚乙二醇鏈爲佳。具有聚 乙二醇鏈之化合物,由於水溶性大故作爲阻斷率提昇劑容 易操作,而由於複合膜表面之親和性高,故處理後之經時 之性能降低少。 本發明所使用之阻斷率提昇劑,可含有無機電解質或 水溶性有機化合物所構成之阻斷率確認示蹤劑。藉由將作 爲主成分之化合物、及含有示蹤劑之水通過奈米過濾膜或 逆滲透膜,可經時地確認RO膜之阻斷率,而判斷處理之 繼續或停止。 於阻斷率提昇處理之際之通水處理時間,通常以1〜50 示蹤劑小時爲佳、以2〜2 4小時爲更佳,而當透過水之示 蹤劑濃度到達既定之値時,判斷RO膜之阻斷率達.既定之 -16- 200844054 値,而可結束阻斷率提昇處理。藉 提昇劑之水溶液與RO膜之接觸時 度的長度,而可立即開始RO膜之 同阻斷率提昇劑進行複數次阻斷率 失更換的時間,而可有效率地進行 作爲示蹤劑使用之無機電解質 酸鈉、及弱電解質之硼酸,而由操 ,以使用氯化鈉爲佳。作爲示蹤劑 物,可舉例如,異丙醇、葡萄糖及 易性的觀點考量,以使用異丙醇爲 爲氯化鈉等無機強電解質時,以 100〜5 00mg/L爲更佳。當爲其他之 或異丙醇等水溶性有機物時,t 5〜1 000mg/L爲更佳。 本發明所使用之含阻斷率提昇 物(亦即,重量平均分子量1 〇萬 重量平均分子量 1000〜10000的具 物)之濃度,以〇.〇1〜50mg/L左右 之水溶液之更佳該化合物濃度,係 而異,例如,上述之重量平均分子 性高分子爲0.1〜5mg/L,重量平均j 子性高分子以 0.1〜20mg/L爲佳, 1 000〜1 0000 之具有聚伸烷二 0.0 1〜lmg/L爲佳。濃度若較其低, 由該方法,可將阻斷率 間控制爲必要之最小限 通常運轉。又,使用不 提昇處理時,亦不會損 複數次的處理。 ,可舉例如氯化鈉或硝 作之容易性的觀點考量 使用之水溶性有機化合 尿素等,而由操作之容 佳。示蹤劑之濃度,當 10 〜1 000mg/L 爲佳、 硼酸等無機弱電解質、 乂 1 〜5000mg/L 爲佳、 劑之水溶液之上述化合 以上之離子性高分子或 有聚伸烷二醇鏈之化合 爲佳。含阻斷率提昇劑 隨所使用之化合物種類 量10萬以上之陽離子 +子量10萬以上之陰離 >當爲重量平均分子量 醇鏈之化合物時以 則阻斷率提昇處理有需 -17- 200844054 要長時間之虞。濃度若超過50mg/L,則水溶液的黏度增 高,對RO膜之通過阻抗有增大之虞。又’濃度若超過 5 Omg/L,則形成不需要之厚塗敷層(吸附層)而濃度分極 ,相反地使阻斷率提昇效果有減弱之虞。 藉由將不同之阻斷率提昇劑通過R〇裝置’較通過單 一之阻斷率提昇劑,可得更高之阻斷率,亦可得更安定之 阻斷率提昇劑之吸附狀態。例如,於R〇膜吸附陽離子性 高分子後,吸附陰離子性高分子,藉此,各吸附層之同一 符號之離子的排斥,可提昇陽離子、陰離子之阻斷率’藉 由陽離子性高分子與陰離子性高分子之相互作用’可使相 互之吸附狀態安定化。 阻斷率提昇處理,係藉由將R0膜模組浸漬於含阻斷 率提昇劑之水溶液中來進行,較佳爲藉由於RO膜模組之 一次側通水來實施。將含阻斷率提昇劑之水溶液通水之每 次之時間,以2〜24小時爲佳。若增高水溶液中之阻斷率 提昇濃度,則可縮短通水時間’但透過流束之降低會有變 大之虞。該含阻斷率提昇劑之水溶液之通水時’可關閉 RO膜模組之透過水排出閥’但藉由邊取出透過水邊進行 處理,可不停止裝置而有效率地進行處理,而可使阻斷率 提昇劑有效率地、且均勻地吸附於RO膜面。 於該場合,較佳爲’使將含阻斷率提昇劑之水溶液供 給至R Ο膜模組之一次側時之操作壓力爲0 · 3 M p a以上, 並且,使透過水量/含阻斷率提昇劑之水溶液之供給量爲 0 · 2以上(例如,〇 · 2〜〇 · 8 )。藉此,可有效地使阻斷率提 -18- 200844054 昇劑接觸RO膜表面,而可使阻斷率提昇劑有效率地、且 均勻地吸附於RO膜面。 接著,參照圖示詳細說明本發明之RO膜之處理方法 之實施型態。又,圖2、3,係顯示用以實施本發明之RO 膜處理方法之裝置之形態的系統圖。 於圖2、3,1 1爲被處理水槽、1 2爲處理水槽、1 3爲 鹼性洗淨液用槽、1 4爲酸性洗淨液用槽、1 5爲阻斷率提 昇劑水溶液A槽、1 6爲阻斷率提昇劑水溶液B槽、2 0爲 RO膜模組、Pi爲高壓泵、P2爲洗淨液等用泵、P3爲阻斷 率提昇劑水溶液A用泵、P4爲阻斷率提昇劑水溶液B用 泵。Vl〜V22爲閥。又,於圖2、3,係顯示主要之配管及 閥,其他閥、量計、配管類則省略其圖示。 於圖2、3,當將被處理水RO處理時,打開閥V i、 V2、V3、V4、V5、V22,關閉其他之閥,使高壓泵P!動作 ,將被處理水槽1 1內之被處理水供給至R〇膜模組20進 行RO膜分離,將透過水取出至系外。又,濃縮水係透過 閥V 3排出至系外,並且,爲了提昇處理水之回收率而視 需要將濃縮水的一部分透過閥V4歸回至被處理水槽11。 又,視需要將閥V6、V ! 7打開,將透過水貯留於處理水槽 12。又,視情形,將閥V18、V19、V2G、V21打開,將透過 水供給至鹼性洗淨液用槽1 3、酸性洗淨液用槽1 4、阻斷 率提昇劑水溶液A槽1 5、阻斷率提昇劑水溶液B槽1 6 ’ 而可使用於洗淨液或高分子水溶液之稀釋、調整等。 藉由進行RO處理,當R0膜之透過流束降低而進行 -19- 200844054 藥品洗淨時,停止高壓泵Pi,打開閥v2、v4、1 關閉其他之閥,使洗淨液用泵P2動作,以使鹼 用槽1 3內之鹼性洗淨液導入RO膜模組20之一 再歸回至槽1 3內的方式循環。此時,亦可打開f 洗淨液的一部分透過膜而排出系外。或者,亦ϊ 、V ! 8,使透過膜之洗淨液歸回至槽1 3內。使鹼 循環既定時間後,視情形停止洗淨液用泵P2,靜 液一定時間後,將鹼性洗淨液由設置於鹼性洗淨 之排水管(未圖示)排出至系外。 接著,打開 V2、V4、V9、V14,關閉其他之 酸性洗淨液用槽1 4內之酸性洗淨液導入RO膜趕 一次側後,再歸回至槽14內的方式循環。此時 開閥V5,將洗淨液的一部分透過膜而排出系外 亦可打開V6、V19,使透過膜之洗淨液歸回至槽 性洗淨液循環既定時間後,視情形停止洗淨液用 置保持藥液一定時間後,將酸性洗淨液由設置於 液用槽1 4之排水管(未圖示)排出至系外。 接著,打開閥V2、V3、V7,關閉其他之閥 水槽1 2內之處理水洗淨RO膜模組20之一次側 排出液透過閥V3排出至系外。又,洗淨排出液 至洗淨液用槽1 3、1 4,由設置於該等槽之排水管 )排出。以該處理水之洗淨(沖洗),可於以鹼 之洗淨、與以酸性洗淨液之洗淨之間進行。又, 淨液之洗淨、與以酸性洗淨液之洗淨,何者先進 / 8、V 1 3 ’ 性洗淨液 次側後, 圈v5,將 T打開 V6 性洗淨液 置保持藥 液用槽1 3 閥,以使 I組2 0之 ,亦可打 ◦或者, 1 4。使酸 泵P2,靜 酸性洗淨 ,以處理 ,將洗淨 亦可回歸 (未圖不 性洗淨液 以鹼性洗 行皆可, -20- 200844054 亦可交互地反覆進行2次以上。 於圖2,當以含有1種阻斷率提昇劑之水溶液進 斷率提昇處理時,僅將阻斷率提昇劑水溶液裝滿阻斷 昇劑水溶液A槽1 5,打開V 2、V 4、V i 〇、V ! 5,關閉 之閥,使洗淨液用泵p2動作,以使阻斷率提昇劑水溶 槽1 5內之阻斷率提昇劑水溶液導入R〇膜模組20之 側後,再歸回至槽1 5內的方式循環。此時,亦可打 V 5,將阻斷率提昇劑水溶液的一部分透過膜而排出系 或者,亦可打開V6、V2〇,使透過膜之阻斷率提昇劑 液歸回至槽1 5。使阻斷率提昇劑水溶液循環既定時間 由設置於槽1 5之排水管(未圖示)將阻斷率提昇劑 液排出至系外。 接著,打開閥V2、V3、V6、V7,再打開閥V20, 其他之閥,以處理水槽1 2內之處理水洗淨RO膜模、 之一次側,將洗淨排出液之一部分透過閥V3排出至 ,剩餘部分經由槽1 5排出至系外。 於圖2,當使用如陽離子性高分子及陰離子性高 之不同阻斷率提昇劑進行阻斷率提昇處理時,例如, 離子性高分子水溶液與陽離子性高分子水溶液,分別 阻斷率提昇劑水溶液A槽1 5與阻斷率提昇劑水溶液 16,首先,打開V2、V4、V1Q、V15,關閉其他之閥, 淨液用泵P2動作,以使阻斷率提昇劑水溶液A槽1 5 陰離子性高分子水溶液導入RO膜模組20之一次側後 歸回至槽1 5內的方式循環。此時,亦可打開閥V5, 行阻 率提 其他 液A 一次 開閥 外。 水溶 後, 水溶 關閉 a 2〇 系外 分子 將陰 裝滿 B槽 使洗 內之 ,再 將高 -21 - 200844054 分子水溶液的一部分透過膜而排出系外,但較佳爲,打開 v6、V2G,使透過膜之高分子水溶液歸回至槽15。使陰離 子性高分子水溶液循環既定時間後,由設置於阻斷率提昇 劑水溶液A槽1 5之排水管(未圖示)將陰離子性高分子 水溶液排出至系外。 接著,打開V2、V4、VM、V16,關閉其他之閥,以使 阻斷率提昇劑水溶液B槽1 6內之陽離子性高分子水溶液 導入RO膜模組2 0之一次側後,再歸回至槽1 6內的方式 循環。此時,亦可打開閥V 5,將高分子水溶液的一部分 透過膜而排出系外,但較佳爲,打開V6、V21,使透過膜 之高分子水溶液歸回至槽1 6。使陽離子性高分子水溶液循 環既定時間後,由設置於阻斷率提昇劑水溶液B槽1 6之 排水管(未圖不)將陽離子性局分子水溶液排出至系外。 接著,打開閥V2、v3、v6、v7,再打開閥V2G或V21 之任一者,關閉其他之閥,以處理水槽1 2內之處理水洗 淨RO膜模組2 0之一次側,將洗淨排出液之一部分透過閥 V3排出至系外,剩餘部分經由槽1 5或1 6之任一者排出至 系外。藉由該處理水之洗淨(沖洗),較佳爲,於以陰離 子性高分子水溶液之處理、與以陽離子性高分子水溶液之 處理之間進行。又,如上述,以陰離子性高分子水溶液之 處理、與以陽離子性局分子水溶液,何者先進行皆可,亦 可交互地反覆進行2次以上,但較佳爲,最終係以陰離子 性高分子水溶液之處理。 於圖3,當以含有1種阻斷率提昇劑之水溶液進行阻 -22- 200844054 斷率提昇處理時,僅將阻斷率提昇劑水溶液裝滿阻斷率提 昇劑水溶液A槽1 5,首先,打開V i 〇,使泵P3動作,將 阻斷率提昇劑水溶液A槽1 5之阻斷率提昇劑水溶液導入 被處理水槽1 1,之後,使高壓泵P1動作,打開V i、V2、 V4、V22,關閉其他之閥,以使被處理水槽1 1內之阻斷率 提昇劑水溶液導入RO膜模組2 0之一次側後,再歸回至槽 1 1內的方式循環。此時,較佳爲,打開閥V3及V5,將阻 斷率提昇劑水溶液的一部分透過膜而排出系外,同時將阻 斷率提昇劑水溶液的一部分排出至系外。藉此,可縮短停 止RO處理裝置之運轉的時間。使阻斷率提昇劑水溶液循 環既定時間後,關閉V ! 〇並停止泵P3,停止阻斷率提昇劑 水溶液之導入。 接著,打開閥 V2、V3、V7,關閉其他之閥,停止高 壓泵P 1,並且使泵P 2動作以以處理水槽1 2內之處理水洗 淨RO膜模組2 0之一次側,同時將含阻斷率提昇劑之被處 理水透過閥V3排出至系外。又,亦可省略該操作。 於圖3,當使用如陽離子性高分子及陰離子性高分子 之不同阻斷率提昇劑進行阻斷率提昇處理時,例如,將陰 離子性高分子水溶液與陽離子性高分子水溶液,分別裝滿 阻斷率提昇劑水溶液A槽1 5與阻斷率提昇劑水溶液B槽 1 6,首先,打開V! 〇,使泵P3動作,將阻斷率提昇劑水溶 液A槽1 5內之陰離子性高分子水溶液導入被處理水槽1 1 ,之後,使高壓泵Pi動作,打開Vi、V2、V4、V22,關閉 其他之閥,以使被處理水槽1 1內之陰離子性高分子水溶 -23- 200844054 液導入RO膜模組20之一次側後,再歸回至槽1 1內的方 式循環。此時,較佳爲,打開閥V3及V5,將高分子水溶 液的一部分透過膜而排出系外,同時將高分子水溶液的一 部分排出至系外。藉此,可縮短停止R0處理裝置之運轉 的時間。使陰離子性高分子水溶液循環既定時間後,關閉 Vi 〇並停止泵P3,停止陰離子性高分子水溶液之導入。 接著,打開V i !,使泵P4動作,將阻斷率提昇劑水溶 液B槽1 6內之陽離子性高分子水溶液導入被處理水槽1 1 ,之後,使高壓泵Pi動作,打開V!、V2、V4、V22,關閉 其他之閥,以使被處理水槽1 1內之陽離子性高分子水溶 液導入RO膜模組20之一次側後,再歸回至槽1 1內的方 式循環。此時,較佳爲,打開閥V3及V5,將高分子水溶 液的一部分透過膜而排出系外,同時將高分子水溶液的一 部分排出至系外。藉此,可縮短停止RO處理裝置之運轉 的時間。使陽離子性高分子水溶液循環既定時間後,關閉 V η並停止泵P4,停止陰離子性高分子水溶液之導入。 接著,打開閥V2、V3、V7,關閉其他之閥,停止高 壓泵P i,並且使泵P2動作以以處理水槽1 2內之處理水洗 淨RO膜模組20之一次側,同時將含阻斷率提昇劑之被處 理水透過閥V3排出至系外。藉由該處理水之洗淨(沖洗 ),亦可於以陰離子性高分子水溶液之處理、與以陽離子 性高分子水溶液之處理之間進行。再者,沖洗亦可藉由於 停止高分子水溶液之導入後,實施被處理水之RO處理既 定時間(被處理水槽之滯留時間的3倍左右)來省略,而 -24- 200844054 可縮短沖洗步驟之時間及減低沖洗水量。又,以陰離子性 高分子水溶液之處理、與以陽離子性高分子水溶液,何者 先進行皆可,亦可交互地反覆進行2次以上,但較佳爲, 最終係以陰離子性高分子水溶液之處理。 又,上述實施形態,係顯示本發明之RO膜處理方法 之處理步驟之一例者,本發明不限定於任何本實施之形態 ,圖2、3之各處理槽可共用而省略,亦可不倂用陽離子 性高分子與陰離子性高分子作爲阻斷率提昇劑而將該等單 獨使用。又,RO膜處理步驟、藥品洗淨步驟與阻斷率提 昇處理步驟亦可分別於其他之場所進行。亦即,亦可僅將 RO膜元件由管取出,由進行RO膜處理步驟之場所移動至 其他場所(例如,RO膜再生工廠等),收納於移動目的 地之另外準備之管來實施藥品洗淨處理步驟及/或阻斷率 提昇處理步驟。又,於圖3之情形中,阻斷率提昇劑水溶 液,係供給至被處理水槽1 1,但亦可將該等阻斷率提昇劑 水溶液以直接線注入於連接被處理水槽Π與R〇膜模組 20之配管。再者,於藥品洗淨步驟,可進行酸洗淨與鹼洗 淨之任一者,亦可於酸洗淨後進行鹼洗淨。 於酸洗淨所使用之酸劑,可使用鹽酸、硫酸、硝酸等 無機酸、檸檬酸、草酸等有機酸。於鹼洗淨所使用之鹼劑 ,可使用氫氧化鈉、氫氧化鉀、碳酸鈉等。再者’於該等 洗淨劑,亦可添加過氧化氫等氧化劑、重亞硫酸鈉等還原 劑、烷基苯磺酸鈉等界面活性劑等。 -25- 200844054 實施例 以下,揭示實驗例、實施例及比較例以更詳細地說明 本發明。 〔調整例〕 將日東電工製4英吋螺旋RO膜元件「RS20-D4」收 納於管中,使用圖2之裝置,以以下之條件進行阻斷率提 昇處理。又,作爲最後之沖洗步驟,將超純水以〇.25MPa 通水0 · 5小時以實施處理。 阻斷率提昇劑:重量平均分子量4000之聚乙二醇 給水至RO膜模組之阻斷率提昇劑濃度·· lmg/L 操作壓力:〇.75MPa 回收率:5 0 % 通水時間:2 0小時 〔調整例2〕 將日東電工製4英吋螺旋RO膜元件「RS20-D4」收 納於管中,使用圖2之裝置,以下述順序依序進行以以下 之陽離子性高分子之阻斷率提昇處理與以陰離子性高分子 之阻斷率提昇處理。又,於以陽離子性高分子之阻斷率提 昇處理與以陰離子性高分子之阻斷率提昇處理之間、及以 陰離子性高分子之阻斷率提昇處理之後,作爲沖洗步驟, 分別將超純水以0.2 5 MPa通水0.5小時以實施處理。 -26- 200844054 <以陽離子性高分子之阻斷率提昇處理> 阻斷率提昇劑:重量平均分子量450萬之聚乙烯脒 給水至RO膜模組之阻斷率提昇劑濃度:4mg/L 操作壓力:〇.75MPa 回收率:5 0 % 通水時間:2 0小時 <以陰離子性高分子之阻斷率提昇處理> 阻斷率提昇劑:重量平均分子量100萬之聚苯乙烯磺 酸鈉 給水至RO膜模組之阻斷率提昇劑濃度:16mg/L 操作壓力:〇.75MPa 回收率:5 0 % 通水時間:2 0小時 〔實驗例〕 使用於調整例1及2經阻斷率提昇處理之R〇膜元件 及未處理之RO膜,以以下之條件進行RO處理’測定於 不同給水pH下之氯化鈉之阻斷率。結果示於圖4 ° 原水:於超純水以使氯化鈉成爲400mg/L的方式添加 者 操作壓力:〇.75MPa 回收率:5 0 % 原水pH : 5.0〜9.0 (以鹽酸及氫氧化鈉調整) -27- 200844054 於經阻斷率提昇處理之RO膜(調整例1及2 ),若 給水pH低則RO膜之阻斷率有降低的傾向,但該降低傾 向較未處理膜小。特別是,於p Η = 5 · 0〜6 · 0未處理膜與阻 斷率提昇膜確認到很大的差。 〔實施例1〕 使用於調整例1經阻斷率提昇處理之RO膜元件,以 以下之條件連續通水,測定氯化鈉之阻斷率及透過水量& 經時變化。將結果示於圖5及圖6。又,測定通水1 2 〇小 時後之給水與處理水之無機碳酸(以下,記爲1C )之濃度 。其結果示於表1。 原水:於經活性碳處理之自來水以使氯化鈉成胃 400mg/L的方式添加者 操作壓力:〇.75MPa 回收率:5 0 % 原水pH : 5.0 全鐵:50 // g/L (氯化鐵和光純藥) 〔實施例2〕 於實施例1中,除使原水P Η爲6 · 0以外,皆相同。 結果示於圖5、圖6及表1。 〔比較例1〕 於實施例1中,除使原水pH爲7·5以外,皆相同。 -28· 200844054 結果示於圖5、圖6及表1。 〔比較例2〕 於實施例1中,除使用未進行阻斷率提昇處理之日東 電工製4英吋螺旋RO膜元件(未處理膜)進行處理以外 ’皆相问。結果不於圖5、圖6及表1。 〔比較例3〕 於比較例2中,除使原水pH爲6.0以外,皆相同。 結果示於圖5、圖6及表1。 〔比較例4〕 於比較例2中,除使原水pH爲7·5以外,皆相同。 結果示於圖5、圖6及表1。 〔實施例3〕 使用於調整例2經阻斷率提昇處理之RO膜元件,以 以下之條件連續通水,測定氯化鈉之阻斷率及透過水量之 經時變化。將結果示於圖7及圖8。又,測定通水1 2 0小 時後之給水與處理水之1C之濃度。其結果示於表1。 原水:於超純水以使氯化鈉成爲400mg/L的方式添加 者 操作壓力:〇.75MPa 回收率:5 0 % -29- 200844054 原水pH : 5.0 全鐵:50 // g/L (氯化鐵和光純藥) 〔實施例4〕 於實施例3中,除使原水pH爲6.0以外’皆相同。 結果不於圖7、圖8及表1。 〔比較例5〕 於實施例3中,除使原水pH爲7 · 5以外,皆相同。 結果示於表1。Na+—Ο—S — (OCHaCH2)5^rn^〇—S—CT Na + -15— (4) 200844054 In the present invention, treatment with an aqueous solution of a compound having a polyalkylene glycol chain having no ionic group introduced therein The RO membrane adsorbs a compound having a polyalkylene glycol chain having no ionic group introduced thereto, thereby increasing the blocking ratio of the nonionic low molecular weight. Further, the RO membrane is treated with an aqueous solution of a compound having a polyalkylene glycol chain having an ionic group introduced thereto, and a compound having a polyalkylene glycol chain having an ionic group introduced thereto is adsorbed on the membrane, whereby the resistance of the ionic solute can be enhanced. Break rate. In the former, although the blocking rate of ionic solutes is increased, the effect of the latter is higher. On the contrary, in the latter, although the blocking rate of nonionic solute is improved, the former blocks the nonionic solute. The rate increase effect is high. Therefore, it is preferable to use both of the objects to be separated and the purpose. According to the present invention, when the blocking ratio of the film of the substrate is high, a higher blocking ratio can be imparted by the bursting rate increasing treatment. In the present invention, the polyalkylene glycol chain is preferably a polyethylene glycol chain. A compound having a polyethylene glycol chain is easy to handle as a blocking rate enhancer because of its high water solubility, and since the affinity of the surface of the composite film is high, the performance over time after the treatment is less reduced. The blocking rate enhancer used in the present invention may contain a blocking rate confirming tracer composed of an inorganic electrolyte or a water-soluble organic compound. By passing the compound as a main component and the water containing the tracer through a nanofiltration membrane or a reverse osmosis membrane, the blocking ratio of the RO membrane can be confirmed over time, and the treatment can be judged to continue or stop. The water treatment time at the time of the blocking rate increase treatment is usually 1 to 50 tracer hours, preferably 2 to 24 hours, and when the tracer concentration through the water reaches a predetermined time. , to determine the RO membrane blocking rate of the established -16 - 200844054 値, and can end the blocking rate improvement process. By using the length of the contact time between the aqueous solution of the lifting agent and the RO membrane, the RO membrane can be immediately started with the blocking rate increasing agent for a plurality of times of blocking rate replacement, and can be efficiently used as a tracer. The inorganic electrolyte sodium salt and the weak electrolyte boric acid are preferably used to use sodium chloride. The tracer may be, for example, a viewpoint of isopropanol or glucose, and when isopropyl alcohol is used as an inorganic strong electrolyte such as sodium chloride, it is preferably 100 to 500 mg/L. When it is another water-soluble organic substance such as isopropyl alcohol, t 5 to 1 000 mg/L is more preferable. The concentration of the blocking rate-enhancing substance (that is, the weight average molecular weight of 1 million and the average molecular weight of 1000-10000) used in the present invention is preferably a solution of about ~1 to 50 mg/L. The compound concentration varies depending on, for example, the above-mentioned weight average molecular polymer is 0.1 to 5 mg/L, the weight average j-polymer is preferably 0.1 to 20 mg/L, and 1 000 to 1 0000 has polyalkylene. Two 0.01 1~lmg/L is preferred. If the concentration is lower than this, the blocking rate can be controlled to the necessary minimum and usually operate. Also, when the non-lifting process is used, the processing of the number of times is not lost. The water-soluble organic compound urea to be used, for example, from the viewpoint of easiness of sodium chloride or nitrate, is preferable from the viewpoint of handling. The concentration of the tracer, preferably 10 to 1 000 mg / L, an inorganic weak electrolyte such as boric acid, 乂 1 to 5000 mg / L is preferred, an aqueous solution of the above-mentioned ionic polymer or a polyalkylene glycol The combination of chains is better. The blocking rate-increasing agent has a cation + sub-amount of 100,000 or more depending on the type of the compound to be used, and an anion of less than 100,000 or more; when it is a compound having a weight average molecular weight alcohol chain, the blocking rate is improved. - 200844054 To be a long time. When the concentration exceeds 50 mg/L, the viscosity of the aqueous solution increases, and the impedance of the RO film increases. Further, when the concentration exceeds 5 Omg/L, an unnecessary thick coating layer (adsorption layer) is formed and the concentration is extremely divided, and conversely, the blocking rate improving effect is weakened. By passing a different blocking rate enhancer through the R〇 device' more than a single blocking rate enhancer, a higher blocking rate can be obtained, and a more stable blocking rate enhancer adsorption state can be obtained. For example, after the cationic polymer is adsorbed on the R ruthenium film, the anionic polymer is adsorbed, whereby the repulsion of ions of the same symbol of each adsorption layer can increase the blocking ratio of the cation and the anion by the cationic polymer and The interaction of the anionic polymer can stabilize the mutual adsorption state. The blocking rate enhancement treatment is carried out by immersing the R0 membrane module in an aqueous solution containing a blocking rate enhancer, preferably by passing water through the primary side of the RO membrane module. The time each time the aqueous solution containing the blocking rate enhancer is passed through water is preferably 2 to 24 hours. If the blocking rate is increased in the aqueous solution to increase the concentration, the water passing time can be shortened, but the reduction in the flow rate can be increased. When the aqueous solution containing the blocking rate increasing agent passes through the water, the "permeable water discharge valve of the RO membrane module can be closed", but by taking out the water while being treated, the treatment can be efficiently performed without stopping the apparatus. The blocking rate enhancer adsorbs to the RO membrane surface efficiently and uniformly. In this case, it is preferable that the operating pressure when the aqueous solution containing the blocking rate increasing agent is supplied to the primary side of the R film module is 0. 3 M Pa or more, and the permeated water amount/blocking rate is made. The supply amount of the aqueous solution of the enhancer is 0.2 or more (for example, 〇·2 to 〇·8). Thereby, the blocking rate can be effectively increased to the RO membrane surface by the -18-200844054 liter agent, and the blocking rate increasing agent can be efficiently and uniformly adsorbed on the RO membrane surface. Next, an embodiment of a method for treating an RO membrane of the present invention will be described in detail with reference to the drawings. 2 and 3 are system diagrams showing the form of an apparatus for carrying out the RO membrane processing method of the present invention. 2, 3, 11 are the treated water tank, 12 is the treated water tank, 13 is the alkaline washing liquid tank, 14 is the acidic washing liquid tank, and 15 is the blocking rate increasing agent aqueous solution A. The tank, 16 is a blocking rate enhancer aqueous solution B tank, 20 is a RO membrane module, Pi is a high pressure pump, P2 is a pump for washing liquid, P3 is a blocking rate lifting agent aqueous solution A pump, P4 is A pump for the blocking rate enhancer aqueous solution B. Vl to V22 are valves. Further, in Figs. 2 and 3, main piping and valves are shown, and other valves, gauges, and pipings are omitted. In Figures 2 and 3, when the treated water RO is treated, the valves V i, V2, V3, V4, V5, and V22 are opened, and the other valves are closed to operate the high pressure pump P!, which will be treated in the water tank 1 1 The treated water is supplied to the R membrane module 20 to separate the RO membrane, and the permeated water is taken out of the system. Further, the concentrated water is discharged to the outside of the system through the valve V3, and a part of the concentrated water is returned to the treated water tank 11 through the valve V4 as needed in order to increase the recovery rate of the treated water. Further, the valves V6 and V@7 are opened as needed, and the permeated water is stored in the treatment tank 12. Further, the valves V18, V19, V2G, and V21 are opened, and the permeated water is supplied to the alkaline cleaning liquid tank 13 and the acidic cleaning liquid tank 14 and the blocking rate increasing agent aqueous solution A tank 1 5 . The blocking rate enhancer aqueous solution B tank 1 6 ' can be used for dilution, adjustment, etc. of the washing liquid or the polymer aqueous solution. By performing the RO treatment, when the permeate stream of the R0 film is lowered and the -19-200844054 drug is washed, the high pressure pump Pi is stopped, the valves v2, v4, 1 are opened, the other valves are closed, and the washing liquid is operated by the pump P2. This is circulated so that the alkaline cleaning liquid in the alkali tank 13 is introduced into one of the RO membrane modules 20 and returned to the inside of the tank 13. At this time, a part of the f-cleaning liquid may be opened and permeable to the outside of the membrane. Alternatively, ϊ, V ! 8, return the permeable membrane cleaning solution to the tank 13 . After the alkali is circulated for a predetermined period of time, the cleaning liquid pump P2 is stopped as the case may be, and after the static liquid is allowed to stand for a certain period of time, the alkaline cleaning liquid is discharged to the outside of the system by a drain pipe (not shown) provided for alkaline washing. Then, V2, V4, V9, and V14 are opened, and the acidic cleaning liquid in the other acidic cleaning liquid tank 14 is turned off and introduced into the RO membrane to be circulated to the primary side, and then returned to the inside of the tank 14 to circulate. At this time, the valve V5 is opened, and a part of the cleaning liquid is transmitted through the membrane, and the V6 and V19 are opened, and the cleaning liquid of the permeable membrane is returned to the tank cleaning liquid for a predetermined period of time, and the cleaning liquid is stopped as the case may be. After the chemical solution is held for a predetermined period of time, the acidic cleaning liquid is discharged to the outside of the system by a drain pipe (not shown) provided in the liquid tank 14. Then, the valves V2, V3, and V7 are opened, and the primary side of the RO membrane module 20, which is treated with the water in the other tanks, is closed and discharged to the outside of the system through the valve V3. Further, the effluent is washed to the cleaning liquid tanks 1 3 and 14 and discharged from the drain pipes provided in the tanks. Washing (rinsing) with the treated water can be carried out between washing with an alkali and washing with an acidic washing solution. In addition, the cleaning of the cleansing liquid and the cleaning with the acidic washing liquid, which is advanced / 8, V 1 3 ' sexual washing liquid secondary side, circle v5, T open V6 cleaning liquid to maintain the liquid Use slot 1 3 valve to make group I 2 0, or snoring or 1 4 . The acid pump P2 is cleaned and acidified for treatment, and the washing can be returned. (The non-inferior washing liquid can be washed by alkaline washing, -20- 200844054 can also be repeated alternately twice or more. Figure 2, when the aqueous solution with a blocking rate enhancer is used to improve the rate of breakthrough, only the blocking rate enhancer aqueous solution is filled with the blocking agent aqueous solution A tank 15 to open V 2, V 4, V i 〇, V ! 5, the closing valve, the washing liquid is operated by the pump p2, so that the blocking rate increasing agent aqueous solution in the blocking rate increasing agent water-dissolving tank 15 is introduced into the side of the R 〇 film module 20, Then, it can be recycled to the inside of the tank 15. In this case, V 5 can also be used to pass a part of the blocking rate enhancer aqueous solution through the membrane to discharge the system, or V6 and V2 can be opened to block the permeable membrane. The rate increasing agent liquid is returned to the tank 15. The blocking rate increasing agent aqueous solution is circulated for a predetermined period of time, and the blocking rate lifting agent liquid is discharged to the outside of the system by a drain pipe (not shown) provided in the tank 15. Next, the valve is opened. V2, V3, V6, V7, then open the valve V20, and other valves to treat the RO membrane mold in the treated water in the water tank 1 2 On the secondary side, one part of the washing discharge liquid is discharged through the valve V3, and the remaining part is discharged to the outside through the tank 15. In Fig. 2, when a different blocking rate ascending agent such as a cationic polymer and an anionic property is used, In the blocking rate increase treatment, for example, the ionic polymer aqueous solution and the cationic polymer aqueous solution respectively block the rate-increasing agent aqueous solution A tank 15 and the blocking rate-enhancing agent aqueous solution 16, and first, open V2, V4, V1Q, V15, the other valve is closed, and the cleaning liquid is operated by the pump P2, so that the blocking rate enhancer aqueous solution A tank 1 5 anionic polymer aqueous solution is introduced into the primary side of the RO membrane module 20 and then returned to the tank 15 for circulation. At this time, the valve V5 can also be opened, and the other resist A can be opened at the same time. After the water is dissolved, the water-soluble closed a 2 〇 external molecules will be filled with the B tank to make it wash, and then the high 21 - 200844054 A part of the molecular aqueous solution is discharged through the membrane, but it is preferred to open v6 and V2G and return the polymer aqueous solution of the permeable membrane to the tank 15. After the anionic polymer aqueous solution is circulated for a predetermined period of time, it is set. The drain pipe (not shown) of the flow rate improver aqueous solution A tank 15 discharges the anionic polymer aqueous solution to the outside of the system. Then, V2, V4, VM, and V16 are opened, and other valves are closed to increase the blocking rate. The aqueous solution of the cationic polymer in the aqueous solution B tank 16 is introduced into the primary side of the RO membrane module 20, and then returned to the inside of the tank 16. The valve V5 can also be opened to open the polymer aqueous solution. A part of the film is discharged through the film, but it is preferable to open V6 and V21 to return the polymer aqueous solution of the permeable film to the cell 16. After the cationic polymer aqueous solution is circulated for a predetermined period of time, the blocking rate is increased. A drain pipe (not shown) of the aqueous solution B tank 16 is discharged to the outside of the system. Then, open the valves V2, v3, v6, and v7, and then open any of the valves V2G or V21, and close the other valves to treat the primary side of the RO membrane module 20 in the water tank 1 2, A portion of the cleaning effluent is discharged to the outside of the system through the valve V3, and the remaining portion is discharged to the outside of the system via either of the grooves 15 or 16. The washing (rinsing) of the treated water is preferably carried out between the treatment with an aqueous solution of an anionic polymer and the treatment with an aqueous solution of a cationic polymer. Further, as described above, the treatment with the anionic polymer aqueous solution and the cationic local molecular solution may be carried out two or more times, but preferably, the anionic polymer is finally used. Treatment of aqueous solution. In Fig. 3, when the blocking rate is increased by the aqueous solution containing one blocking rate increasing agent, only the blocking rate increasing agent aqueous solution is filled with the blocking rate increasing agent aqueous solution A tank 1 5, first When V i 打开 is turned on, the pump P3 is operated, and the blocking rate enhancer aqueous solution of the blocking rate enhancer aqueous solution A tank 15 is introduced into the treated water tank 1 1, and then the high pressure pump P1 is operated to open V i, V2. V4 and V22, the other valves are closed, so that the blocking rate enhancer aqueous solution in the treated water tank 1 1 is introduced into the primary side of the RO membrane module 20, and then returned to the inside of the tank 1 to circulate. At this time, it is preferable to open the valves V3 and V5, and a part of the aqueous solution of the blocking rate enhancer is permeable to the outside of the membrane, and a part of the aqueous solution of the blocking rate enhancer is discharged to the outside of the system. Thereby, the time for stopping the operation of the RO processing apparatus can be shortened. After circulating the blocking rate enhancer aqueous solution for a predetermined period of time, turn off V ! 〇 and stop pump P3 to stop the introduction of the blocking rate enhancer aqueous solution. Next, the valves V2, V3, and V7 are opened, the other valves are closed, the high pressure pump P1 is stopped, and the pump P2 is operated to wash the primary side of the RO membrane module 20 with the treated water in the water tank 12, while The treated water containing the blocking rate increasing agent is discharged to the outside of the system through the valve V3. Also, this operation can be omitted. In FIG. 3, when a blocking rate increase treatment is performed using different blocking ratio increasing agents such as a cationic polymer and an anionic polymer, for example, an anionic polymer aqueous solution and a cationic polymer aqueous solution are respectively filled with a resistor. The rate-up agent aqueous solution A tank 15 and the blocking rate-enhancing agent aqueous solution B-tank 16 first open V! 〇 to operate the pump P3, and block the rate-enhancing agent aqueous solution A in the tank 1 5 anionic polymer The aqueous solution is introduced into the treated water tank 1 1 , and then the high pressure pump Pi is operated to open Vi, V2, V4, and V22, and the other valves are closed to introduce the anionic polymer water-soluble -23-200844054 liquid in the treated water tank 1 1 . After the primary side of the RO membrane module 20, it is circulated back to the inside of the tank 11. At this time, it is preferable to open the valves V3 and V5, and a part of the aqueous polymer solution is permeated through the membrane to be discharged, and a part of the aqueous polymer solution is discharged to the outside of the system. Thereby, the time for stopping the operation of the R0 processing apparatus can be shortened. After circulating the anionic polymer aqueous solution for a predetermined period of time, Vi 关闭 is turned off, and the pump P3 is stopped to stop the introduction of the anionic polymer aqueous solution. Next, V i ! is turned on, the pump P4 is operated, and the cationic polymer aqueous solution in the B-cell 16 of the blocking rate enhancer aqueous solution is introduced into the treated water tank 1 1 , and then the high-pressure pump Pi is operated to open V!, V2. In addition, V4 and V22 are closed to allow the cationic polymer aqueous solution in the treated water tank 1 to be introduced into the primary side of the RO membrane module 20, and then returned to the inside of the tank 1 to circulate. At this time, it is preferable to open the valves V3 and V5, and a part of the aqueous polymer solution is permeated through the membrane to be discharged, and a part of the aqueous polymer solution is discharged to the outside of the system. Thereby, the time for stopping the operation of the RO processing apparatus can be shortened. After circulating the cationic polymer aqueous solution for a predetermined period of time, V η is turned off, and the pump P4 is stopped to stop the introduction of the anionic polymer aqueous solution. Then, the valves V2, V3, and V7 are opened, the other valves are closed, the high pressure pump P i is stopped, and the pump P2 is operated to wash the primary side of the RO membrane module 20 with the treated water in the water tank 12, and will be included. The treated water of the blocking rate increasing agent is discharged to the outside of the system through the valve V3. Washing (rinsing) of the treated water may be carried out between treatment with an anionic polymer aqueous solution and treatment with a cationic polymer aqueous solution. In addition, the flushing may be omitted by stopping the introduction of the aqueous polymer solution, and the RO treatment of the treated water is performed for a predetermined time (about three times the residence time of the treated water tank), and the flushing step can be shortened by -24-200844054. Time and reduce the amount of flushing water. Further, the treatment with the anionic polymer aqueous solution and the cationic polymer aqueous solution may be carried out first or twice, or preferably, the treatment is carried out twice or more. . Further, the above embodiment is an example of the processing procedure of the RO film processing method of the present invention, and the present invention is not limited to the embodiment of the present embodiment, and the processing tanks of Figs. 2 and 3 may be omitted or omitted. The cationic polymer and the anionic polymer are used as a blocking rate enhancer alone. Further, the RO membrane treatment step, the drug washing step, and the blocking rate lifting treatment step may be carried out separately at other places. In other words, the RO membrane element may be taken out of the tube, moved to another location (for example, an RO membrane regeneration factory, etc.) by the place where the RO membrane treatment step is performed, and the medicine preparation may be carried out in a separate preparation tube of the movement destination. The net processing step and/or the blocking rate increase processing step. Further, in the case of Fig. 3, the blocking rate enhancer aqueous solution is supplied to the treated water tank 1 1, but the blocking rate enhancer aqueous solution may be directly injected into the connected treated water tank 〇 and R〇. The piping of the membrane module 20 is provided. Further, in the step of washing the drug, either acid washing or alkali washing may be performed, or the alkali washing may be performed after the acid washing. As the acid agent used for the acid washing, an organic acid such as hydrochloric acid, sulfuric acid or nitric acid, or an organic acid such as citric acid or oxalic acid can be used. As the alkali agent used for the alkali washing, sodium hydroxide, potassium hydroxide, sodium carbonate or the like can be used. Further, as the detergent, an oxidizing agent such as hydrogen peroxide, a reducing agent such as sodium bisulfite, or a surfactant such as sodium alkylbenzenesulfonate may be added. -25- 200844054 EXAMPLES Hereinafter, the present invention will be described in more detail by way of Experimental Examples, Examples and Comparative Examples. [Adjustment example] The 4-inch spiral RO membrane element "RS20-D4" manufactured by Nitto Denko Corporation was placed in a tube, and the blocking rate was raised under the following conditions using the apparatus of Fig. 2 . Further, as a final rinsing step, ultrapure water was passed through at -25 MPa for 0.5 hours to carry out treatment. Blocking rate enhancer: blocking agent with a weight average molecular weight of 4,000 to the RO membrane module. Lifting agent concentration ·· lmg/L Operating pressure: 〇.75MPa Recovery rate: 5 0 % Water running time: 2 0 hours (adjustment example 2) The 4 inch helical RO membrane element "RS20-D4" manufactured by Nitto Denko was stored in a tube, and the following cationic polymer was blocked in the following order using the apparatus of Fig. 2; The rate-increasing treatment is performed by increasing the blocking rate of the anionic polymer. In addition, after the blocking rate increase treatment of the cationic polymer and the blocking rate increase treatment of the anionic polymer, and the blocking treatment of the anionic polymer, the rinsing step is performed as a rinsing step. Pure water was passed through the water at 0.2 5 MPa for 0.5 hour to carry out the treatment. -26- 200844054 <Blocking rate increase treatment with cationic polymer> Blocking rate enhancer: Blocking rate of polyethylene glycol 重量 water supply to RO membrane module with a weight average molecular weight of 4.5 million: 4 mg/ L Operating pressure: 〇.75MPa Recovery rate: 50% Water passing time: 20 hours < Increased blocking rate by anionic polymer> Blocking rate enhancer: Polystyrene with a weight average molecular weight of 1 million Blocking rate of sodium sulfonate to RO membrane module Lifting agent concentration: 16mg/L Operating pressure: 〇.75MPa Recovery rate: 50% Water running time: 20 hours [Experimental example] Used in adjustment examples 1 and 2 The R membrane element and the untreated RO membrane subjected to the blocking rate increase treatment were subjected to RO treatment under the following conditions to measure the blocking ratio of sodium chloride at different feed water pH. The results are shown in Fig. 4 ° Raw water: in ultrapure water to make sodium chloride 400mg/L. Operating pressure: 〇.75MPa Recovery rate: 50% Raw water pH: 5.0~9.0 (with hydrochloric acid and sodium hydroxide) Adjustment) -27- 200844054 In the RO membrane (adjustment examples 1 and 2) subjected to the blocking rate increase treatment, if the pH of the feed water is low, the blocking rate of the RO membrane tends to decrease, but the tendency to decrease is smaller than that of the untreated membrane. In particular, a large difference was observed between the untreated film and the blocking rate-increasing film at p Η = 5 · 0 to 6 · 0. [Example 1] The RO membrane element subjected to the blocking rate increase treatment in the adjustment example 1 was continuously passed through water under the following conditions, and the blocking ratio of sodium chloride and the amount of permeated water & The results are shown in Fig. 5 and Fig. 6. Further, the concentration of inorganic carbonic acid (hereinafter referred to as 1C) of the feed water and the treated water after the passage of water for 12 seconds was measured. The results are shown in Table 1. Raw water: In the case of activated carbon treated tap water to make sodium chloride into the stomach 400mg / L. Operating pressure: 〇.75MPa Recovery rate: 50% Raw water pH: 5.0 Full iron: 50 // g / L (chlorine [Chemical Iron and Pure Chemicals] [Example 2] In Example 1, the same was true except that the raw water P was 6 6.0. The results are shown in Fig. 5, Fig. 6, and Table 1. [Comparative Example 1] In Example 1, the same was true except that the pH of the raw water was 7.5. -28· 200844054 The results are shown in Figure 5, Figure 6, and Table 1. [Comparative Example 2] In the first embodiment, the treatment was carried out except that a 4-inch spiral RO membrane element (untreated film) manufactured by Tosoh Corporation was used for the treatment of the blocking rate increase treatment. The results are not shown in Figure 5, Figure 6, and Table 1. [Comparative Example 3] In Comparative Example 2, the same was true except that the pH of the raw water was 6.0. The results are shown in Fig. 5, Fig. 6, and Table 1. [Comparative Example 4] In Comparative Example 2, the same was true except that the pH of the raw water was 7.5. The results are shown in Fig. 5, Fig. 6, and Table 1. [Example 3] The RO membrane element subjected to the blocking rate increase treatment in the adjustment example 2 was continuously passed through water under the following conditions, and the change in the blocking ratio of sodium chloride and the amount of permeated water was measured. The results are shown in Fig. 7 and Fig. 8. Further, the concentration of 1 C of the feed water and the treated water after the passage of water for 1 hour was measured. The results are shown in Table 1. Raw water: added in ultrapure water so that sodium chloride becomes 400mg/L. Operating pressure: 〇.75MPa Recovery rate: 50% -29- 200844054 Raw water pH: 5.0 Total iron: 50 // g/L (chlorine [Chemical Iron and Pure Chemicals] [Example 4] In Example 3, the same was true except that the pH of the raw water was 6.0. The results are not shown in Figure 7, Figure 8, and Table 1. [Comparative Example 5] In Example 3, the same was true except that the pH of the raw water was 7.5. The results are shown in Table 1.

阻斷率提昇處理之有無 給水之pH 1C濃度 :mg/L〕 入口 出口 實施例1 有 5.0 4.0 0.7 實施例2 有 6.0 12.0 1.2 實施例3 有 5.0 4.0 0.7 實施例4 有 6.0 12.0 1.2 比較例1 有 7.5 38.0 3.8 比較例2 Μ J \ ΝΝ 5.0 4.0 1.6 比較例3 Μ j i \\ 6.0 12.0 2.0 比較例4 Μ J \ 7.5 38.0 4.8 比較例5 有 7.5 38.0 3.5 由圖 5及圖 6、或圖 7及圖 8’給水ρΗ = 5·0及 ρΗ = 6·0之實施例1〜4,相對於給水ρΗ = 7·5之比較例1、4 ,不僅可抑制阻斷率之降低速度,亦可抑制透過水量之降 -30- 200844054 低速度。其係因降低PH來運轉,因此可抑制F e之鏽皮化 之故。 又,由表1可知,使用經阻斷率提昇處理之R0膜之 以給水pH = 5.0及pH = 6.0處理之實施例1、2及實施例3 、4,與比較例1〜5相比,處理水中之IC濃度減低、脫碳 酸處理負荷減低。 係使用特定之樣態說明本發明,但該技術領域之業者 可明白可於不脫離本發明之意圖與範圍內進行各種變更。 又,本發明,係基於2006年11月16日申請之曰本 專利申請(日本特願2006-3 1 069 1 ),於此引用其整體之 說明。 【圖式簡單說明】 圖1,係顯示本發明之純水製造裝置及純水製造方g 之實施型態之系統圖。 圖2,係顯示本發明之RO裝置之洗淨及阻斷率提昇 處理步驟之一例之系統圖。 圖3,係顯示本發明之RO裝置之洗淨及阻斷率提昇 處理步驟之其他例之系統圖。 圖4 ’係顯示給水ρ η與阻斷率之關係之圖表。 圖5 ’係顯示阻斷率之經時變化之圖表。 圖6 ’係顯示透過水量之經時變化之圖表。 圖7 ’係顯示阻斷率之經時變化之圖表。 圖8 ’係顯不透過水量之經時變化之圖表。 -31 - 200844054 【主要元件符號說明】 1 :活性碳塔 2 :過濾裝置 3 : pH調整槽 4 : RO裝置 5 :水質計 6 :膜脫氣裝置 1 1 :被處理水槽 1 2 :處理水槽 1 3 =鹼性洗淨液用槽 1 4 :酸性洗淨液用槽 1 5 :阻斷率提昇劑水溶液A槽 1 6 :阻斷率提昇劑水溶液B槽 20 : RO膜模組 Pi :高壓泵 P2 :洗淨液等用泵 P3 :阻斷率提昇劑水溶液A用泵 P4 :阻斷率提昇劑水溶液B用泵 :閥 -32-Blocking rate increase treatment with or without feed water pH 1C concentration: mg/L] inlet outlet example 1 with 5.0 4.0 0.7 Example 2 with 6.0 12.0 1.2 Example 3 with 5.0 4.0 0.7 Example 4 with 6.0 12.0 1.2 Comparative Example 1 There are 7.5 38.0 3.8 Comparative Example 2 Μ J \ ΝΝ 5.0 4.0 1.6 Comparative Example 3 ji ji \\ 6.0 12.0 2.0 Comparative Example 4 Μ J \ 7.5 38.0 4.8 Comparative Example 5 7.5 38.0 3.5 From Figure 5 and Figure 6, or Figure 7 And Examples 1 to 4 of Fig. 8' water supply ρ Η = 5·0 and ρ Η = 6.8, compared with the comparative examples 1 and 4 of the water supply ρ Η = 7.5, not only the rate of decrease of the blocking rate but also the rate of decrease can be suppressed. Suppresses the drop in permeate water -30- 200844054 Low speed. Since it is operated by lowering the pH, it is possible to suppress the rust of Fe. Further, as is clear from Table 1, in Examples 1 and 2 and Examples 3 and 4 in which the R0 film of the blocking rate raising treatment was treated with water supply pH = 5.0 and pH = 6.0, compared with Comparative Examples 1 to 5, The IC concentration in the treated water is reduced, and the decarbonation treatment load is reduced. The present invention has been described with reference to the specific embodiments thereof, and various modifications may be made without departing from the spirit and scope of the invention. Further, the present invention is based on a copending patent application filed on Nov. 16, 2006 (Japanese Patent Application No. 2006-3 1 069 1), the entire disclosure of which is incorporated herein. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a system diagram showing an embodiment of a pure water producing apparatus and a pure water producing unit g of the present invention. Fig. 2 is a system diagram showing an example of the washing and blocking rate increasing processing steps of the RO apparatus of the present invention. Fig. 3 is a system diagram showing another example of the washing and blocking rate increasing processing steps of the RO apparatus of the present invention. Fig. 4' shows a graph showing the relationship between the feed water ρ η and the blocking rate. Figure 5 is a graph showing the change in the blocking rate over time. Figure 6 is a graph showing the change in the amount of water permeated over time. Figure 7 is a graph showing the change in the blocking rate over time. Figure 8 is a graph showing the change in the amount of water permeation over time. -31 - 200844054 [Explanation of main component symbols] 1 : Activated carbon tower 2 : Filter device 3 : pH adjustment tank 4 : RO device 5 : Water quality meter 6 : Membrane degasser 1 1 : Treated water tank 1 2 : Treatment tank 1 3 = Alkaline cleaning solution tank 1 4 : Acid cleaning liquid tank 1 5 : Blocking rate enhancer aqueous solution A tank 1 6 : Blocking rate enhancer aqueous solution B tank 20 : RO membrane module Pi : High pressure pump P2: pump for washing liquid, etc. P3: pumping rate enhancer aqueous solution A pump P4: blocking rate boosting agent aqueous solution B pump: valve-32-

Claims (1)

200844054 十、申請專利範圍 !· 一種水處理裝置,其係具備供給原水而得逆滲透 膜處理水與濃縮水之逆滲透膜處理裝置的水處理裝置,其 特徵係, 該逆滲透膜處理裝置,係將原水以PH7以下供給者, 且’具備經阻斷率提昇劑處理之逆滲透膜。 2 ·如申請專利範圍第1項之水處理裝置’其中,原 水之pH爲4〜7。 3 ·如申請專利範圍第1項之水處理裝置,其於該逆 滲透膜處理裝置之前段或後段進一步具有脫碳酸裝置。 4·如申請專利範圍第1項之水處理裝置,其中,該 阻斷率提昇劑,係重量平均分子量1 0萬以上之離子性高 分子及重量平均分子量1 000〜1 0000之具有聚伸烷二醇鏈 之化合物之至少1種。 5 ·如申請專利範圍第4項之水處理裝置,其中,該 離子性高分子,係陽離子性高分子及陰離子性高分子。 6. 如申請專利範圍第5項之水處理裝置,其中,該 陽離子性高分子,係一級胺化合物、二級胺化合物、三級 胺化合物、四級銨化合物、及具有雜環之化合物之任一者 〇 7. 如申請專利範圍第6項之水處理裝置,其中,該 陽離子性高分子係聚乙烯脒。 8 ·如申請專利範圍第5項之水處理裝置,其中,該 陰離子性高分子,係具有羧基之高分子、具有磺酸基之高 -33- 200844054 分子、及該等之鹼金屬鹽之任一者。 9. 如申請專利範圍第 8項之水處理裝置,其中,該 陰離子性高分子係聚苯乙烯磺酸或其之鹼金屬鹽之任一者 〇 10. 如申請專利範圍第4項之水處理裝置,其中,該 具有聚伸烷二醇鏈之化合物,係具有聚乙二醇鏈、聚丙二 醇鏈、聚1 ,3丙二醇鏈、及聚四亞甲基二醇鏈之任一者之 化合物。 1 1. 一種水處理裝置,其係具備供給原水而得逆滲透 膜處理水與濃縮水之逆滲透膜處理裝置的水處理裝置,其 特徵係, 該逆滲透膜處理裝置,係將原水以PH7以下供給者, 且,於其一次側具有用以供給阻斷率提昇劑的阻斷率提昇 劑供給步驟。 1 2 .如申請專利範圍第1 1項之水處理裝置,其中, 原水之pH爲4〜7。 1 3 ·如申請專利範圍第1 1項之水處理裝置,其於該 逆滲透膜處理裝置之前段或後段進一步具有脫碳酸裝置。 14.如申請專利範圍第1 1項之水處理裝置,其中, 該阻斷率提昇劑,係重量平均分子量1 0萬以上之離子性 高分子及重量平均分子量1000〜10000之具有聚伸院二醇 鏈之化合物之至少1種。 1 5 ·如申請專利範圍第1 4項之水處理裝置,其中, 該離子性高分子,係陽離子性高分子及陰離子性高分子。 -34- 200844054 1 6 ·如申請專利範圍第1 5項之水處理裝置,其中, 該陽離子性高分子,係一級胺化合物、二級胺化合物、三 級胺化合物、四級銨化合物、及具有雜環之化合物之任一 者。 1 7 .如申請專利範圍第1 6項之水處理裝置,其中, 該陽離子性高分子係聚乙烯脒。 1 8 .如申請專利範圍第1 5項之水處理裝置,其中, 該陰離子性高分子,係具有羧基之高分子、具有磺酸基之 高分子、及該等之鹼金屬鹽之任一者。 1 9 .如申請專利範圍第1 8項之水處理裝置,其中, 該陰離子性高分子係聚苯乙烯磺酸或其鹼金屬鹽之任一者 〇 2 0 .如申請專利範圍第1 4項之水處理裝置,其中, 該具有聚伸烷二醇鏈之化合物,係具有聚乙二醇鏈、聚丙 二醇鏈、聚1,3丙二醇鏈 '及聚四亞甲基二醇鏈之任一者 之化合物。 2 1. —種水處理方法,其係將pH7以下之原水供給至 逆滲透膜處理裝置以得逆滲透膜處理水與濃縮水之水處理 方法,其特徵係,定期的、或於該逆滲透膜處理裝置之阻 斷率降低時,具有以阻斷率提昇劑處理該逆滲透膜處理裝 置之逆滲透膜的步驟。 22.如申請專利範圍第2 1項之水處理方法,其中, 原水之pH爲4〜7。 2 3 .如申請專利範圍第2 1項之水處理方法,其中, -35- 200844054 該阻斷率提昇劑,係重量平均分子量1 〇萬以上之離子性 高分子及重量平均分子量1 000〜1 0000之具有聚伸烷二醇 鏈之化合物之至少1種。 2 4.如申請專利範圍第23項之水處理方法,其中, 該離子性高分子,係陽離子性高分子及陰離子性高分子。 2 5 .如申請專利範圍第24項之水處理方法,其中, 該陽離子性高分子,係一級胺化合物、二級胺化合物、三 級胺化合物、四級銨化合物、及具有雜環之化合物之任一 者。 26.如申請專利範圍第25項之水處理方法,其中, 該陽離子性高分子係聚乙烯脒。 2 7.如申請專利範圍第24項之水處理方法,其中, 該陰離子性高分子,係具有羧基之高分子、具有磺酸基之 高分子、及該等之鹼金屬鹽之任一者。 28. 如申請專利範圍第27項之水處理方法,其中, 該陰離子性高分子係聚苯乙烯磺酸或其之鹼金屬鹽之任一 者。 29. 如申請專利範圍第2 1項之水處理方法,其中, 該具有聚伸烷二醇鏈之化合物,係具有聚乙二醇鏈、聚丙 二醇鏈、聚1,3丙二醇鏈、及聚四亞甲基二醇鏈之任一者 之化合物。 -36-200844054 X. Patent Application Range: A water treatment device comprising a reverse osmosis membrane treatment device that supplies raw water and a reverse osmosis membrane treated water and concentrated water, characterized in that the reverse osmosis membrane treatment device The raw water is supplied to a supplier below pH 7 and has a reverse osmosis membrane treated with a blocking rate enhancer. 2. The water treatment device of claim 1 wherein the pH of the raw water is 4 to 7. 3. The water treatment device of claim 1, further comprising a decarbonation device in a preceding or a later stage of the reverse osmosis membrane treatment device. 4. The water treatment device according to claim 1, wherein the blocking rate enhancer is an ionic polymer having a weight average molecular weight of more than 100,000 and a polyalkylene oxide having a weight average molecular weight of 1,000 to 10,000. At least one of the compounds of the diol chain. 5. The water treatment device according to claim 4, wherein the ionic polymer is a cationic polymer or an anionic polymer. 6. The water treatment device according to claim 5, wherein the cationic polymer is a primary amine compound, a secondary amine compound, a tertiary amine compound, a quaternary ammonium compound, and a compound having a heterocyclic ring. The water treatment device according to claim 6, wherein the cationic polymer is polyethylene ruthenium. 8. The water treatment device according to claim 5, wherein the anionic polymer is a polymer having a carboxyl group, a molecule having a sulfonic acid group of -33 to 200844054, and any of the alkali metal salts. One. 9. The water treatment device of claim 8, wherein the anionic polymer polystyrene sulfonic acid or an alkali metal salt thereof is 〇10. Water treatment according to claim 4 The device, wherein the compound having a polyalkylene glycol chain is a compound having any one of a polyethylene glycol chain, a polypropylene glycol chain, a poly-1,3 propylene glycol chain, and a polytetramethylene glycol chain. 1 . A water treatment device comprising a reverse osmosis membrane treatment device that supplies raw water and obtains reverse osmosis membrane treated water and concentrated water, wherein the reverse osmosis membrane treatment device uses raw water at pH 7 The following supplier has a blocking rate enhancer supply step for supplying a blocking rate enhancer on the primary side. 1 2 . The water treatment device according to claim 1 , wherein the pH of the raw water is 4 to 7. A water treatment apparatus according to claim 1 which further has a decarbonation apparatus in a preceding stage or a later stage of the reverse osmosis membrane treatment apparatus. 14. The water treatment device according to claim 1 , wherein the blocking rate enhancer is an ionic polymer having a weight average molecular weight of more than 100,000 and a weight average molecular weight of 1000 to 10000. At least one of the compounds of the alcohol chain. The water treatment device according to claim 14, wherein the ionic polymer is a cationic polymer or an anionic polymer. -34-200844054 1 6 The water treatment device of claim 15, wherein the cationic polymer is a primary amine compound, a secondary amine compound, a tertiary amine compound, a quaternary ammonium compound, and Any of the compounds of the heterocyclic ring. The water treatment device according to claim 16 wherein the cationic polymer is polyethylene ruthenium. The water treatment device according to the fifteenth aspect of the invention, wherein the anionic polymer is a polymer having a carboxyl group, a polymer having a sulfonic acid group, and any one of the alkali metal salts. . The water treatment device according to claim 18, wherein the anionic polymer polystyrenesulfonic acid or an alkali metal salt thereof is 〇20. The water treatment device, wherein the compound having a polyalkylene glycol chain has any one of a polyethylene glycol chain, a polypropylene glycol chain, a poly(1,3-propylene glycol chain), and a polytetramethylene glycol chain. Compound. 2 1. A water treatment method for supplying raw water having a pH below 7 to a reverse osmosis membrane treatment device to obtain a water treatment method for reverse osmosis membrane treated water and concentrated water, characterized in that it is periodic or reverse osmosis When the blocking rate of the membrane processing apparatus is lowered, there is a step of treating the reverse osmosis membrane of the reverse osmosis membrane treatment apparatus with a blocking rate increasing agent. 22. The water treatment method according to claim 21, wherein the pH of the raw water is 4 to 7. 2 3 . The water treatment method according to claim 21, wherein -35- 200844054 the blocking rate increasing agent is an ionic polymer having a weight average molecular weight of more than 1 million and a weight average molecular weight of 1 000 〜1 At least one of the compounds having a polyalkylene glycol chain of 0000. 2. The water treatment method according to claim 23, wherein the ionic polymer is a cationic polymer or an anionic polymer. The water treatment method according to claim 24, wherein the cationic polymer is a primary amine compound, a secondary amine compound, a tertiary amine compound, a quaternary ammonium compound, and a compound having a heterocyclic ring. Either. 26. The water treatment method according to claim 25, wherein the cationic polymer is polyethylene hydrazine. The water treatment method according to claim 24, wherein the anionic polymer is a polymer having a carboxyl group, a polymer having a sulfonic acid group, and any of the alkali metal salts. 28. The water treatment method according to claim 27, wherein the anionic polymer is polystyrenesulfonic acid or an alkali metal salt thereof. 29. The water treatment method according to claim 21, wherein the compound having a polyalkylene glycol chain has a polyethylene glycol chain, a polypropylene glycol chain, a poly(1,3-propylene glycol chain), and a polytetraethylene compound. A compound of any of the methylene glycol chains. -36-
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NL9001273A (en) * 1990-06-06 1992-01-02 Tno SEMI-PERMEABLE COMPOSITE MEMBRANE.
JP2843427B2 (en) * 1990-07-10 1999-01-06 日東電工株式会社 Composite semipermeable membrane
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US11130694B2 (en) 2015-07-09 2021-09-28 Kurita Water Industries Ltd. Recovery method for discharged cooling water
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