JP2001079367A - Membrane separation method and device thereof - Google Patents

Membrane separation method and device thereof

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Publication number
JP2001079367A
JP2001079367A JP25962499A JP25962499A JP2001079367A JP 2001079367 A JP2001079367 A JP 2001079367A JP 25962499 A JP25962499 A JP 25962499A JP 25962499 A JP25962499 A JP 25962499A JP 2001079367 A JP2001079367 A JP 2001079367A
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JP
Japan
Prior art keywords
raw water
membrane
filtration
oxidizing agent
added
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP25962499A
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Japanese (ja)
Other versions
JP3603692B2 (en
Inventor
Shinichi Yoshikawa
慎一 吉川
Tsuneo Suzuki
恒雄 鈴木
Naoki Okuma
那夫紀 大熊
Teruhiro Kitazawa
照啓 北沢
Yutaka Okuno
裕 奥野
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.)
Hitachi Plant Technologies Ltd
Original Assignee
Hitachi Plant Technologies Ltd
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Priority to JP25962499A priority Critical patent/JP3603692B2/en
Publication of JP2001079367A publication Critical patent/JP2001079367A/en
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Publication of JP3603692B2 publication Critical patent/JP3603692B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent clogging of a membrane by suppressing sticking and growth of a manganese oxide on the membrane surface. SOLUTION: When raw water containing manganese ions is fed to a membrane module 18 and is filtered through the membrane, a sodium hypochlorite solution from an oxidant tank 34 is added to the raw water flowing in a piping 16 for a specified time, then a sodium hydrogensulfite solution from a chemical tank 44 is added to the raw water for a specified time. This process is intermittently repeated, then proliferation of bacteria and sticking and growth of manganese dioxide on the surface of a filter membrane 22 are prevented and clogging of the membrane is prevented, thus a filter operation under low filtering resistance for a long period is possible.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は膜分離方法及びその
装置に係り、特にマンガンイオンを含む原水を濾過膜に
よって濾過する膜分離方法及びその装置に関する。
The present invention relates to a membrane separation method and an apparatus therefor, and more particularly to a membrane separation method for filtering raw water containing manganese ions through a filtration membrane and an apparatus therefor.

【0002】[0002]

【従来の技術】原水を濾過膜によって濾過する膜分離方
法においては、濾過によって膜表面に原水中の懸濁物質
が付着したり、微生物が繁殖することによって、膜の濾
過抵抗を上昇させ、ひいては膜を閉塞させる。このた
め、膜の表面を定期的に洗浄することが行われている。
2. Description of the Related Art In a membrane separation method in which raw water is filtered by a filtration membrane, suspended substances in the raw water adhere to the membrane surface by filtration or microorganisms grow, thereby increasing the filtration resistance of the membrane. Close the membrane. For this reason, the surface of the film is regularly cleaned.

【0003】しかしながら、物理的な洗浄のみでは膜表
面に繁殖した微生物を除去することが困難であるため、
濾過操作の過程で前記原水に間欠的又は連続的に次亜塩
素酸ナトリウムなどの酸化剤を添加し、前記微生物を酸
化分解することによって膜の閉塞を防止する方法が知ら
れている。この方法によれば膜を透過した処理水中の未
反応の酸化剤が消毒剤として作用し、飲料用として好適
であるという利点もある。
[0003] However, it is difficult to remove microorganisms that have propagated on the membrane surface only by physical washing.
There is known a method of intermittently or continuously adding an oxidizing agent such as sodium hypochlorite to the raw water in the course of a filtration operation to oxidatively decompose the microorganism to prevent the membrane from being clogged. According to this method, the unreacted oxidizing agent in the treated water that has permeated the membrane acts as a disinfectant, and has an advantage that it is suitable for beverages.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、原水に
次亜塩素酸ナトリウムなどの酸化剤を添加する上記の方
法は膜表面での微生物の繁殖を防止する点では有効であ
るが、本発明者の知見によれば新たな問題点が生じるこ
とが判った。すなわち、原水中には通常微量の鉄イオン
やマンガンイオンが含まれており、これらの金属イオン
が前記酸化剤によって酸化することによって、金属酸化
物として析出し、これらが膜表面に固着して、膜を閉塞
させることが判明した。特に、マンガンの酸化物である
二酸化マンガンの結晶は一度膜表面に付着すると、その
自触媒作用によってマンガンの酸化を促進させ結晶の粗
大化を招き、上記膜の閉塞を早める。
However, the above method of adding an oxidizing agent such as sodium hypochlorite to raw water is effective in preventing the growth of microorganisms on the membrane surface, According to the knowledge, a new problem has arisen. That is, raw water usually contains trace amounts of iron ions and manganese ions, and these metal ions are oxidized by the oxidizing agent, thereby precipitating as metal oxides, which are fixed to the film surface, It was found to occlude the membrane. In particular, once the manganese dioxide crystal, which is an oxide of manganese, adheres to the film surface, its catalysis promotes the oxidation of manganese, causing the crystal to become coarser, thereby accelerating the blockage of the film.

【0005】本発明の目的は、上記従来技術の問題点を
解消し、マンガンイオンを含む原水を膜濾過する場合に
おいても、膜表面でのマンガン酸化物の固着、成長を最
小限に抑えることによって、膜の閉塞を防ぎ、低い濾過
抵抗で長時間の濾過運転を行うことができる膜分離方法
とその装置を提供することにある。
An object of the present invention is to solve the above-mentioned problems of the prior art and to minimize the fixation and growth of manganese oxide on the membrane surface even in the case where raw water containing manganese ions is subjected to membrane filtration. Another object of the present invention is to provide a membrane separation method and a device capable of preventing membrane clogging and performing a long-time filtration operation with low filtration resistance.

【0006】[0006]

【課題を解決するための手段】本発明に係る膜分離方法
は、マンガンイオンを含む原水を濾過膜によって濾過す
る膜分離方法において、前記原水に亜硫酸水素ナトリウ
ムを間欠的に添加して濾過することを特徴とする。
A membrane separation method according to the present invention is a membrane separation method for filtering raw water containing manganese ions through a filtration membrane, wherein sodium hydrogen sulfite is intermittently added to the raw water for filtration. It is characterized by.

【0007】また、本発明に係る膜分離方法は、マンガ
ンイオンを含む原水を濾過膜によって濾過する膜分離方
法において、前記原水に酸化剤と亜硫酸水素ナトリウム
とを交互に添加して濾過することを特徴とする。
The membrane separation method according to the present invention is a membrane separation method for filtering raw water containing manganese ions through a filtration membrane, wherein the raw water is filtered by alternately adding an oxidizing agent and sodium bisulfite. Features.

【0008】また、本発明に係る膜分離装置は、膜モジ
ュールと、この膜モジュールにマンガンイオンを含む原
水を供給する原水供給手段と、前記原水に酸化剤を添加
する酸化剤添加手段と、前記原水に亜硫酸水素ナトリウ
ム溶液を添加する亜硫酸水素ナトリウム添加手段と、前
記膜モジュールを透過した処理水を貯留する処理水槽
と、この処理水槽に配設された攪拌手段とを具備したこ
とを特徴とする。
The membrane separation apparatus according to the present invention comprises: a membrane module; raw water supply means for supplying raw water containing manganese ions to the membrane module; oxidizing agent adding means for adding an oxidizing agent to the raw water; It is characterized by comprising sodium hydrogen sulfite addition means for adding a sodium bisulfite solution to raw water, a treatment water tank for storing treated water that has passed through the membrane module, and stirring means disposed in the treatment water tank. .

【0009】[0009]

【発明の実施の形態】図1は本発明の実施の形態を示す
装置系統図である。原水は管路10から原水槽12に導
入される。原水槽12にはポンプ14を備えた管路16
が接続され、この管路16の一端は膜モジュール18の
原水側20に接続されている。膜モジュール18は濾過
膜22によって原水側20と透過水側24とに区画さ
れ、透過水側24は管路26を介して処理水槽28に接
続している。処理水槽28には攪拌機30が配設される
とともに、処理水の出口管路32が接続されている。
FIG. 1 is an apparatus system diagram showing an embodiment of the present invention. Raw water is introduced into the raw water tank 12 from the pipeline 10. The raw water tank 12 has a pipeline 16 provided with a pump 14.
And one end of the conduit 16 is connected to the raw water side 20 of the membrane module 18. The membrane module 18 is divided into a raw water side 20 and a permeated water side 24 by a filtration membrane 22, and the permeated water side 24 is connected to a treated water tank 28 via a pipe 26. A stirrer 30 is disposed in the treated water tank 28, and an outlet pipe 32 of the treated water is connected.

【0010】前記膜モジュール18に用いられる濾過膜
22の種類は特に限定されず、精密濾過膜、限外濾過
膜、ナノ濾過膜、逆浸透膜のいずれであってもよい。ま
た、膜の型式も特に限定されず、中空糸膜、平膜、チュ
ーブラー型膜のいずれであってもよい。
The type of the filtration membrane 22 used in the membrane module 18 is not particularly limited, and may be any of a microfiltration membrane, an ultrafiltration membrane, a nanofiltration membrane, and a reverse osmosis membrane. Further, the type of the membrane is not particularly limited, and may be any of a hollow fiber membrane, a flat membrane, and a tubular membrane.

【0011】前記管路16には、酸化剤添加手段及び亜
硫酸水素ナトリウム添加手段が接続されている。すなわ
ち、酸化剤添加手段は次亜塩素酸ナトリウム溶液を貯留
する酸化剤槽34と、この酸化剤槽34と前記管路16
とを開閉弁36を介して接続するとともにその途中にポ
ンプ38を備えた管路40とからなる。また、亜硫酸水
素ナトリウム添加手段は亜硫酸水素ナトリウム溶液を貯
留する薬液槽42と、この薬液槽42と前記管路16と
を開閉弁48を介して接続するとともにその途中にポン
プ50を備えた管路52とからなる。また、符号54は
制御器であり、内臓したタイマーによって、前記開閉弁
36、46の開閉、並びに前記ポンプ38、48のO
N,OFFを制御する。
An oxidizing agent adding means and a sodium hydrogen sulfite adding means are connected to the pipe line 16. That is, the oxidizing agent adding means includes an oxidizing agent tank 34 for storing a sodium hypochlorite solution, the oxidizing agent tank 34 and the pipe 16.
And a conduit 40 provided with a pump 38 in the middle thereof. The sodium hydrogen sulfite adding means connects a chemical solution tank 42 for storing a sodium bisulfite solution with the chemical solution tank 42 and the pipe 16 via an on-off valve 48 and has a pipe 50 provided with a pump 50 in the middle thereof. 52. Reference numeral 54 denotes a controller which opens and closes the on-off valves 36 and 46 and turns on the pumps 38 and 48 by a built-in timer.
N, OFF are controlled.

【0012】上記の構成において、原水は原水槽12か
らポンプ14によって膜モジュール18に供給され、濾
過膜22で濾過される。濾過により得られた処理水は管
路26から処理水槽28へ送られ、ここで一旦貯留され
た後、管路32から目的の場所に送水される。
In the above configuration, raw water is supplied from the raw water tank 12 to the membrane module 18 by the pump 14 and filtered by the filtration membrane 22. The treated water obtained by the filtration is sent from a pipe 26 to a treated water tank 28, where it is temporarily stored, and then sent from a pipe 32 to a target location.

【0013】この濾過工程において、前記制御器54で
は図2に示すサイクルで前記酸化剤添加手段及び亜硫酸
水素ナトリウム添加手段を1サイクルの時間Tが下記の
式1で実行されるように制御する。
In this filtration step, the controller 54 controls the oxidizing agent adding means and the sodium hydrogen sulfite adding means in the cycle shown in FIG. 2 such that the time T of one cycle is executed by the following equation (1).

【0014】[0014]

【式1】T=t1+t2+t3+t4 [Equation 1] T = t 1 + t 2 + t 3 + t 4

【0015】上記式1において、t1、t3は原水のみを
通水する時間帯、t2は原水に次亜塩素酸ナトリウム溶
液を添加する時間帯、t4は原水に亜硫酸水素ナトリウ
ム溶液を添加する時間帯であり、1サイクルの時間Tは
通常20分間〜24時間とする。
In the above formula (1), t 1 and t 3 are time zones in which only raw water is passed, t 2 is a time zone in which the sodium hypochlorite solution is added to the raw water, and t 4 is a time zone in which the sodium bisulfite solution is added to the raw water. It is a time zone for addition, and the time T of one cycle is usually 20 minutes to 24 hours.

【0016】まず、原水のみを通水する時間t1の運転
後、前記制御器54によって開閉弁36を開とし、ポン
プ38を稼動させることによって、時間t2の間、管路
16内を流れる原水に次亜塩素酸ナトリウム溶液を添加
する。その添加量は原水に対する次亜塩素酸ナトリウム
の濃度が1〜20ppmとなるようにし、時間t2は1
〜30分間程度とする。この次亜塩素酸ナトリウム溶液
が添加された原水が前記膜モジュール18の濾過膜22
の膜表面に到達すると、膜面に付着して繁殖しようとし
ている微生物が次亜塩素酸ナトリウムの作用によって酸
化分解され死滅する。このため、膜面での微生物の繁殖
による膜の閉塞を防止することができる。
First, after the operation at the time t 1 for passing only the raw water, the controller 54 opens the on-off valve 36 and operates the pump 38 to flow through the pipeline 16 for the time t 2. Add sodium hypochlorite solution to raw water. The addition amount is adjusted so that the concentration of sodium hypochlorite to the raw water is 1 to 20 ppm, and the time t 2 is 1
About 30 minutes. The raw water to which the sodium hypochlorite solution has been added forms the filtration membrane 22 of the membrane module 18.
When the microorganisms reach the surface of the membrane, the microorganisms that are attached to the membrane and are about to proliferate are oxidatively decomposed and killed by the action of sodium hypochlorite. For this reason, blockage of the membrane due to propagation of microorganisms on the membrane surface can be prevented.

【0017】しかしながら、原水中にマンガンイオンが
含まれている場合には、前記したようにマンガンイオン
が次亜塩素酸ナトリウムの作用によって酸化して、二酸
化マンガンを析出する。この二酸化マンガンが膜表面に
固着して、膜を閉塞させるという弊害が生じる。このた
め、次亜塩素酸ナトリウム溶液の添加操作を停止後、時
間t3の間は原水のみを通水し、次いで前記制御器54
によって開閉弁46を開とし、ポンプ48を稼動させる
ことによって、時間t4の間、管路16内を流れる原水
に亜硫酸水素ナトリウム溶液を添加する。なお、上記の
時間t3の原水のみを通水する運転は、前段で添加した
次亜塩素酸ナトリウムと後段で添加する亜硫酸水素ナト
リウムとが前記濾過膜22の手前で接触して中和される
ことを防止するためであり、この目的のために時間t3
として数分間原水のみを通水し、管路16内及び膜モジ
ュール18の原水側20内を次亜塩素酸ナトリウムを含
まない原水に置換する。
However, when manganese ions are contained in the raw water, the manganese ions are oxidized by the action of sodium hypochlorite to precipitate manganese dioxide as described above. This manganese dioxide adheres to the surface of the film, causing an adverse effect of closing the film. For this reason, after the addition operation of the sodium hypochlorite solution is stopped, only the raw water is passed for the time t 3 , and then the controller 54
Off valve 46 is opened, by operating the pump 48, during the time t 4, the addition of sodium bisulfite solution to the raw water flowing through the pipe 16 by. In the above operation in which only the raw water at time t 3 is passed, the sodium hypochlorite added in the former stage and the sodium bisulfite added in the latter stage come into contact before the filtration membrane 22 to be neutralized. Time t 3 for this purpose.
Then, only the raw water is passed through for a few minutes, and the inside of the pipeline 16 and the raw water side 20 of the membrane module 18 are replaced with raw water not containing sodium hypochlorite.

【0018】前記亜硫酸水素ナトリウムの添加量は原水
に対して3〜10ppmとし、時間t4は1〜10分間
程度とする。亜硫酸水素ナトリウム溶液が添加された原
水が前記膜モジュール18の濾過膜22の膜表面に到達
すると、膜表面に固着していた二酸化マンガン(厳密に
は二酸化マンガンの水和物)が亜硫酸水素ナトリウムの
作用によって、下記の式2のように還元し溶解する。こ
のため、膜面での二酸化マンガンの固着、成長による膜
の閉塞を防止することができる。
The amount of the sodium bisulfite is 3 to 10 ppm with respect to the raw water, and the time t 4 is about 1 to 10 minutes. When the raw water to which the sodium bisulfite solution has been added reaches the membrane surface of the filtration membrane 22 of the membrane module 18, manganese dioxide (strictly, hydrated manganese dioxide) fixed to the membrane surface is converted to sodium bisulfite. By action, it is reduced and dissolved as in the following formula 2. Therefore, it is possible to prevent manganese dioxide from sticking to the film surface and preventing the film from being clogged due to growth.

【0019】[0019]

【式2】MnO2・nH2O+2NaHSO3→MnSO4
+Na2SO3+(n+1)H2
[Formula 2] MnO 2 · nH 2 O + 2NaHSO 3 → MnSO 4
+ Na 2 SO 3 + (n + 1) H 2 O

【0020】上記式2の反応生成物及び反応に寄与しな
かった余剰の亜硫酸水素ナトリウムは水溶性であるた
め、濾過膜22を透過し、処理水に溶解して処理水槽2
8に至る。処理水槽28中の処理水には前記次亜塩素酸
ナトリウムを添加した際の余剰の次亜塩素酸ナトリウム
が溶解している。したがって、上記余剰の亜硫酸水素ナ
トリウムは下記の式3に示される反応によって中和され
る。
Since the reaction product of the above formula (2) and the surplus sodium bisulfite not contributing to the reaction are water-soluble, they permeate the filtration membrane 22 and are dissolved in the treated water to be treated in the treated water tank 2.
To 8. In the treated water in the treated water tank 28, surplus sodium hypochlorite when the sodium hypochlorite is added is dissolved. Therefore, the excess sodium bisulfite is neutralized by the reaction shown in the following formula 3.

【0021】[0021]

【式3】 NaHSO3+NaClO→NaHSO4+NaCl[Formula 3] NaHSO 3 + NaClO → NaHSO 4 + NaCl

【0022】このため、次亜塩素酸ナトリウムがやや過
剰となるように、前記次亜塩素酸ナトリウム溶液と亜硫
酸水素ナトリウム溶液の添加量を調整すれば、処理水中
に亜硫酸水素ナトリウムが残存することを回避すること
ができる。
Therefore, if the amounts of the sodium hypochlorite solution and the sodium bisulfite solution are adjusted so that the sodium hypochlorite becomes slightly excessive, it is possible to prevent the sodium bisulfite from remaining in the treated water. Can be avoided.

【0023】上記式3の反応が速やかに達成するよう
に、処理水槽28に配設した攪拌機30を稼動させるこ
とが好ましい。なお、前記図2に示した1サイクルの各
時間帯毎に処理水の性状が微妙に変化するので、攪拌機
30は上記式3の反応促進の目的以外にも、処理水の性
状を均一化することを目的として、随時稼動させること
が好ましい。処理水槽28内の処理水の攪拌手段として
は、攪拌機30に替えて、例えば循環ポンプを用いても
よい。
It is preferable to operate a stirrer 30 disposed in the treated water tank 28 so that the reaction of the above formula 3 is achieved quickly. In addition, since the property of the treated water changes subtly for each time period of one cycle shown in FIG. 2, the stirrer 30 uniformizes the property of the treated water in addition to the purpose of promoting the reaction of the above formula 3. For the purpose of this, it is preferable to operate at any time. As a means for stirring the treated water in the treated water tank 28, for example, a circulation pump may be used instead of the stirrer 30.

【0024】図3、図4に濾過工程における1サイクル
の時間Tの変形例を示す。図3に示す例は、1サイクル
の時間Tとして、原水のみを通水する時間帯t1と原水
に次亜塩素酸ナトリウム溶液を添加する時間帯t2とを
3回繰り返した後、図2の場合と同様に原水のみを通水
する時間帯t3、原水に亜硫酸水素ナトリウム溶液を添
加する時間帯t4によって構成したものである。この変
形例は、原水中の微生物が比較的多く、マンガンイオン
が少ないときに適している。
FIGS. 3 and 4 show modifications of the time T of one cycle in the filtration step. In the example shown in FIG. 3, the time period t 1 in which only raw water is passed and the time period t 2 in which the sodium hypochlorite solution is added to raw water are repeated three times as one cycle time T. As in the case of the above, the time zone t 3 in which only the raw water flows, and the time zone t 4 in which the sodium bisulfite solution is added to the raw water. This modification is suitable when the number of microorganisms in the raw water is relatively large and the amount of manganese ions is small.

【0025】図4に示す例は、1サイクルの時間Tを、
原水のみを通水する時間帯t1と原水に亜硫酸水素ナト
リウム溶液を添加する時間帯t4によって構成したもの
であり、図1においては酸化剤添加手段が除外された装
置構成となる。。この変形例は、濾過膜が多少の微生物
の繁殖に影響されない種類である場合や、原水中に微生
物が少なく、マンガンイオンが比較的多いときに適して
いる。亜硫酸水素ナトリウムは次亜塩素酸ナトリウムの
ような微生物を酸化分解して死滅させるような作用はな
いが、微生物、特に好気性の微生物の繁殖を抑止する作
用がある。但し、この変形例では、必要以上の亜硫酸水
素ナトリウムを添加すると、処理水中に余剰の亜硫酸水
素ナトリウムが残存することになる。したがって、この
余剰の亜硫酸水素ナトリウムを中和するためには、例え
ば図1において処理槽28に酸化剤52を直接に添加す
ればよい。
In the example shown in FIG. 4, one cycle time T
Are those constituted by the time period t 4 when adding sodium bisulfite solution only in a time zone t 1 and raw water passed through the raw water, the apparatus configuration is the oxidant addition means are excluded in FIG. . This modification is suitable when the filtration membrane is of a type that is not affected by the propagation of some microorganisms, or when the raw water has few microorganisms and relatively large amounts of manganese ions. Sodium bisulfite does not have the effect of oxidatively decomposing and killing microorganisms such as sodium hypochlorite, but has the effect of inhibiting the growth of microorganisms, especially aerobic microorganisms. However, in this modified example, if more sodium bisulfite than necessary is added, surplus sodium bisulfite remains in the treated water. Therefore, in order to neutralize the surplus sodium hydrogen sulfite, for example, the oxidizing agent 52 may be directly added to the treatment tank 28 in FIG.

【0026】前記実施例の説明では、濾過工程における
1サイクルの内容について主に説明した。しかし、長時
間の運転によって、濾過抵抗が一定の値以上になった場
合は、上述の濾過工程とは別に、洗浄工程を必要に応じ
て実施し透過流束の回復を図る。洗浄は薬液洗浄、空気
洗浄、逆圧洗浄など公知の方法が膜モジュールの使用状
況に合わせて適宜選択される。
In the description of the above embodiment, the content of one cycle in the filtration step was mainly described. However, when the filtration resistance becomes a certain value or more due to the long-time operation, a washing step is performed as necessary, in addition to the above-described filtration step, to recover the permeation flux. For the cleaning, a known method such as chemical cleaning, air cleaning, and back pressure cleaning is appropriately selected in accordance with the use condition of the membrane module.

【0027】[0027]

【発明の効果】上述のように本発明によれば、マンガン
イオンを含む原水を膜濾過する場合において、膜表面で
のマンガン酸化物の固着、成長を最小限に抑えることに
よって、膜の閉塞を防ぎ、低い濾過抵抗で長時間の濾過
運転を行うことができるという格別の効果がある。
As described above, according to the present invention, when raw water containing manganese ions is subjected to membrane filtration, fixation and growth of manganese oxide on the surface of the membrane are minimized, whereby the membrane is blocked. There is an extraordinary effect that the filtration operation can be performed for a long time with low filtration resistance.

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

【図1】本発明の実施の形態を示す装置系統図である。FIG. 1 is an apparatus system diagram showing an embodiment of the present invention.

【図2】本発明の濾過工程における1サイクルの内容を
示すタイムチャートである。
FIG. 2 is a time chart showing the contents of one cycle in the filtration step of the present invention.

【図3】本発明の濾過工程における1サイクルの変形例
を示すタイムチャートである。
FIG. 3 is a time chart showing a modification of one cycle in the filtration step of the present invention.

【図4】本発明の濾過工程における1サイクルの変形例
を示すタイムチャートである。
FIG. 4 is a time chart showing a modification of one cycle in the filtration step of the present invention.

【符号の説明】[Explanation of symbols]

12……原水槽 18……膜モジュール 22……濾過膜 28……処理水槽 30……攪拌機 34……酸化剤槽 44……薬液槽 54……制御器 t1……原水のみを通水する時間帯 t2……原水に次亜塩素酸ナトリウム溶液を添加する時
間帯 t3……原水のみを通水する時間帯 t4……原水に亜硫酸水素ナトリウム溶液を添加する時
間帯
12 Raw water tank 18 Membrane module 22 Filtration membrane 28 Treatment water tank 30 Stirrer 34 Oxidant tank 44 Chemical tank 54 Controller t 1 Only raw water flows hours of adding sodium bisulfite solution only time slot t 3 ...... raw water adding sodium hypochlorite solution to the time zone t 2 ...... raw water to the time zone t 4 ...... raw water passed through

フロントページの続き (72)発明者 北沢 照啓 東京都千代田区内神田一丁目1番14号 日 立プラント建設株式会社内 (72)発明者 奥野 裕 東京都千代田区内神田一丁目1番14号 日 立プラント建設株式会社内 Fターム(参考) 4D006 GA03 GA05 GA06 GA07 HA01 HA21 HA41 KA33 KD24 KD30 KE11R KE28R PA01 PB02 PB24 PB27 Continued on the front page (72) Inventor Teruhiro Kitazawa 1-1-1 Uchikanda, Chiyoda-ku, Tokyo Inside Hitachi Plant Construction Co., Ltd. (72) Inventor Hiroshi Okuno 1-1-14 Uchikanda, Chiyoda-ku, Tokyo Sun F-term in Reference Plant Construction Co., Ltd. (reference) 4D006 GA03 GA05 GA06 GA07 HA01 HA21 HA41 KA33 KD24 KD30 KE11R KE28R PA01 PB02 PB24 PB27

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】マンガンイオンを含む原水を濾過膜によっ
て濾過する膜分離方法において、前記原水に亜硫酸水素
ナトリウムを間欠的に添加して濾過することを特徴とす
る膜分離方法。
1. A membrane separation method for filtering raw water containing manganese ions through a filtration membrane, wherein sodium hydrogen sulfite is added intermittently to the raw water and the raw water is filtered.
【請求項2】マンガンイオンを含む原水を濾過膜によっ
て濾過する膜分離方法において、前記原水に酸化剤と亜
硫酸水素ナトリウムとを交互に添加して濾過することを
特徴とする膜分離方法。
2. A membrane separation method for filtering raw water containing manganese ions through a filtration membrane, wherein an oxidizing agent and sodium bisulfite are alternately added to the raw water and the raw water is filtered.
【請求項3】膜モジュールと、この膜モジュールにマン
ガンイオンを含む原水を供給する原水供給手段と、前記
原水に酸化剤を添加する酸化剤添加手段と、前記原水に
亜硫酸水素ナトリウム溶液を添加する亜硫酸水素ナトリ
ウム添加手段と、前記膜モジュールを透過した処理水を
貯留する処理水槽と、この処理水槽に配設された攪拌手
段とを具備したことを特徴とする膜分離装置。
3. A membrane module, raw water supplying means for supplying raw water containing manganese ions to the membrane module, oxidizing agent adding means for adding an oxidizing agent to the raw water, and adding a sodium hydrogen sulfite solution to the raw water. A membrane separation apparatus comprising: sodium hydrogen sulfite addition means; a treatment water tank for storing treated water permeated through the membrane module; and a stirring means provided in the treatment water tank.
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