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JP2000246069A - Membrane filtration apparatus - Google Patents

Membrane filtration apparatus

Info

Publication number
JP2000246069A
JP2000246069A JP11049141A JP4914199A JP2000246069A JP 2000246069 A JP2000246069 A JP 2000246069A JP 11049141 A JP11049141 A JP 11049141A JP 4914199 A JP4914199 A JP 4914199A JP 2000246069 A JP2000246069 A JP 2000246069A
Authority
JP
Japan
Prior art keywords
membrane
raw water
water
filtration
washing
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
JP11049141A
Other languages
Japanese (ja)
Other versions
JP3943748B2 (en
Inventor
Chikakazu Murata
周和 村田
Masataka Shirato
雅孝 白土
Teruaki Mazaki
晃明 真崎
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.)
Organo Corp
Original Assignee
Organo Corp
Japan Organo Co 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 Organo Corp, Japan Organo Co Ltd filed Critical Organo Corp
Priority to JP04914199A priority Critical patent/JP3943748B2/en
Publication of JP2000246069A publication Critical patent/JP2000246069A/en
Application granted granted Critical
Publication of JP3943748B2 publication Critical patent/JP3943748B2/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 efficiently separate and remove pollutants almost parted by back washing from the surfaces of filtration membranes by pushing out and washing the filtration membranes by making washing water spontaneously flow to a raw water chamber after back washing of the membranes and decreasing the inner pressure of the raw water chamber while passing the washing water through the raw water chamber. SOLUTION: This membrane filtration apparatus comprises a water storage tank 34 for washing water to store filtered water in the upper end of a membrane filtration module 14. After back washing of the membrane filtration module 14 by driving a back washing pump 40, the filtered water in the washing water storage tank 34 is made to spontaneously flow down to the raw water side of the membrane filtration module to wash out the pollutants adhering to the surfaces of the membrane filters.

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、ろ過膜によって仕
切られた原水室と処理水室を含み、ろ過膜を透過させる
ことによって原水から懸濁物質を除去する膜ろ過モジュ
ールを有する膜ろ過装置、特にろ過膜の洗浄に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a membrane filtration apparatus having a membrane filtration module that includes a raw water chamber and a treated water chamber separated by a filtration membrane and removes suspended substances from the raw water by permeating the filtration membrane. In particular, it relates to cleaning of a filtration membrane.

【0002】[0002]

【従来の技術】従来より、河川水、湖沼水、ダム水、工
業用水などを原水として工業用水、上水、純水や超純水
の原料水を製造する場合、あるいは排水の浄化処理にお
いて、懸濁物質を微細な孔を有するろ過膜を利用してろ
過処理を行う膜ろ過装置が利用されている。この膜ろ過
装置には、使用する膜の孔径により、MF(精密ろ
過)、UF(限外ろ過)、NF(ナノろ過)等がある。
また、膜形状としては、中空糸膜、管状膜、スパイラル
状膜、平膜などを使用したものがある。
2. Description of the Related Art Conventionally, when producing raw water such as industrial water, tap water, pure water or ultrapure water using river water, lake water, dam water, industrial water, etc. as raw water, or in purifying waste water, BACKGROUND ART A membrane filtration device that performs a filtration treatment on a suspended substance using a filtration membrane having fine pores is used. This membrane filtration device includes MF (microfiltration), UF (ultrafiltration), and NF (nanofiltration) depending on the pore size of the membrane used.
Examples of the membrane shape include a hollow fiber membrane, a tubular membrane, a spiral membrane, and a flat membrane.

【0003】このような膜ろ過装置は、圧力容器内にろ
過膜を配置し、内部を原水室と処理水室に分離する。そ
して、原水室に圧入ポンプより原水を圧入して、処理水
室にろ過膜を通過したろ過処理水を得る。
In such a membrane filtration device, a filtration membrane is disposed in a pressure vessel, and the inside is separated into a raw water chamber and a treated water chamber. Then, raw water is injected into the raw water chamber from the injection pump, and filtered water that has passed through the filtration membrane is obtained in the treated water chamber.

【0004】そして、ろ過処理によって、ろ過膜表面に
ろ過分離した懸濁物質からなる汚染物質が蓄積し、ろ過
能力が低下してくる。そこで、定期的に逆洗を行い、ろ
過能力を回復する。すなわち、ろ過処理水や水道水等の
清浄な水を逆洗用水として処理水室に圧送し、洗浄用水
を処理水室から原水室へとろ過膜を原水のろ過方向とは
逆方向に通過させ、ろ過膜表面に蓄積した汚染物質を剥
離除去する。
[0004] By the filtration treatment, contaminants composed of suspended substances separated by filtration accumulate on the surface of the filtration membrane, and the filtration ability is reduced. Therefore, backwashing is performed periodically to recover the filtration ability. In other words, clean water such as filtered water or tap water is pressure-fed to the treated water chamber as backwashing water, and the washing water is passed through the filtration membrane from the treated water chamber to the raw water chamber in a direction opposite to the filtration direction of the raw water. Then, the contaminants accumulated on the surface of the filtration membrane are peeled and removed.

【0005】[0005]

【発明が解決しようとする課題】膜ろ過装置では、ろ過
膜の能力を回復するために、この逆洗をかなり高い頻度
で行わなければならないが、このような逆洗を行っても
汚染物質を膜面から十分に剥離することはできず、結果
として、膜の汚染が急速に進行し、そのため、早い段階
で酸やアルカリ等の薬品を用いて膜の薬液洗浄を行わな
ければならなかった。
In a membrane filtration apparatus, this backwashing must be performed at a relatively high frequency in order to restore the performance of the filtration membrane. However, even if such backwashing is performed, pollutants are not removed. The film could not be sufficiently peeled off from the film surface, and as a result, the film was rapidly contaminated. Therefore, the film had to be washed with a chemical such as an acid or an alkali at an early stage.

【0006】本発明は、上記課題に鑑みなされたもので
あり、ろ過膜の洗浄をより効果的に行える膜ろ過装置を
提供することを目的とする。
[0006] The present invention has been made in view of the above problems, and has as its object to provide a membrane filtration device that can more effectively clean a filtration membrane.

【0007】[0007]

【課題を解決するための手段】本発明は、ろ過膜によっ
て仕切られた原水室と処理水室を含み、ろ過膜を透過さ
せることによって原水から懸濁物質を除去する膜ろ過モ
ジュールを有する膜ろ過装置であって、膜モジュール上
端よりも高い位置に設けられ、洗浄用水を貯留する洗浄
用水貯留槽と、この洗浄用水貯留槽内の洗浄用水を上記
膜ろ過モジュールの原水室内に自然流下で流通させ、ろ
過膜を洗浄する洗浄手段と、を有することを特徴とす
る。
SUMMARY OF THE INVENTION The present invention provides a membrane filtration module comprising a raw water chamber and a treated water chamber separated by a filtration membrane, and having a membrane filtration module for removing suspended substances from the raw water by permeating the filtration membrane. A washing water storage tank that is provided at a position higher than the upper end of the membrane module and stores washing water, and allows the washing water in the washing water storage tank to flow under natural flow into the raw water chamber of the membrane filtration module. And a washing means for washing the filtration membrane.

【0008】ろ過工程においてろ過膜の表面に付着した
汚染物質は、逆洗を行うことによって大部分は膜面から
剥離するが、一部は剥離しかかった状態で膜面に付着し
ているものも存在する。この剥離しかかっている汚染物
質は、再びろ過工程に入った時に膜面に再付着してしま
い、膜を汚染する。本発明では、通常の逆洗工程とろ過
工程との間で、上記洗浄手段を用いて自然流下により洗
浄用水を原水室に通水してろ過膜を洗浄する。従って、
逆洗によってろ過膜表面から剥離しかかっている懸濁物
質からなる汚染物質を洗浄用水の流通により押し流すよ
うにして剥離除去することができる。これによって、ろ
過膜の洗浄を効果的に行え、長期間にわたってろ過を継
続することができる。
[0008] In the filtration step, most of the contaminants adhering to the surface of the filtration membrane are separated from the membrane surface by backwashing, but a part of the contaminants is attached to the membrane surface in a state of being almost separated. Also exists. The contaminants that are about to peel off will re-adhere to the membrane surface when entering the filtration process again, contaminating the membrane. In the present invention, between the usual backwashing step and the filtration step, washing water is passed through the raw water chamber by natural flow using the above-mentioned washing means to wash the filtration membrane. Therefore,
The contaminants consisting of suspended substances that are coming off from the surface of the filtration membrane due to backwashing can be removed by being washed away by the flow of washing water. Thus, the filtration membrane can be effectively washed, and the filtration can be continued for a long period of time.

【0009】上記の洗浄工程においては汚染物質の膜面
への再付着を避けるため、できる限り圧力をかけない方
がよく、よって洗浄用水の流通を自然流下で行うのがよ
い。
In the above-mentioned washing step, it is preferable not to apply pressure as much as possible in order to avoid the re-adhesion of the contaminants to the film surface, and therefore it is preferable that the washing water flow under natural flow.

【0010】また、本発明においては、ろ過時において
上記膜ろ過モジュールの原水室内に一方向で原水を流通
させ、洗浄時において上記洗浄手段により洗浄水を原水
室内にろ過時とは反対方向に流通させることが好適であ
る。
Further, in the present invention, at the time of filtration, the raw water flows in the raw water chamber of the membrane filtration module in one direction, and at the time of washing, the washing water flows through the washing means in the raw water chamber in the opposite direction to that at the time of filtration. It is preferred that

【0011】ろ過膜の表面に付着している汚染物質はろ
過における原水の流れの方向に沿って、鱗状になりやす
い。そこで、ろ過における原水の流れ方向とは逆方向に
洗浄用水を流通させることで、剥離しかかった汚染物質
を鱗をはがすようにして、ろ過膜面から除去することが
でき、非常に効果的な洗浄を行うことができる。
[0011] Contaminants adhering to the surface of the filtration membrane tend to be scaly along the direction of flow of raw water in the filtration. Therefore, by flowing the washing water in the direction opposite to the flow direction of the raw water in the filtration, the peeling-off contaminants can be removed from the filtration membrane surface in such a manner as to peel off scales, which is very effective. Washing can be performed.

【0012】[0012]

【発明の実施の形態】以下、本発明の実施の形態(以下
実施形態という)について、図面に基づいて説明する。
Embodiments of the present invention (hereinafter referred to as embodiments) will be described below with reference to the drawings.

【0013】図1は、実施形態に係る膜ろ過装置の構成
を示す図である。河川水などの原水は、原水貯槽10に
貯留される。この原水貯槽10には、原水配管12を介
し膜ろ過モジュール14が接続されている。また、この
原水配管12の途中には、原水ポンプ16が設けられて
おり、この原水ポンプ16により原水貯槽10内の原水
が、膜ろ過モジュール14に圧送される。
FIG. 1 is a diagram showing a configuration of a membrane filtration device according to an embodiment. Raw water such as river water is stored in a raw water storage tank 10. A membrane filtration module 14 is connected to the raw water storage tank 10 via a raw water pipe 12. A raw water pump 16 is provided in the raw water pipe 12, and the raw water in the raw water storage tank 10 is pressure-fed to the membrane filtration module 14 by the raw water pump 16.

【0014】膜ろ過モジュール14は垂直に設置されて
おり、下部の原水流入室18と、膜ろ過エレメント22
が配置される中間部の膜ろ過エレメント室と、上部の原
水排出室20とからなっている。この膜ろ過エレメント
22は、多数本の内圧型中空糸膜22aからなるもので
あり、図2に示すように、この中空糸膜によって中空糸
内部の空間と外部空間が仕切られており、中空糸膜22
aの内部が原水流入室18と原水排出室20を結ぶ原水
室26を構成し、中空糸膜22aの中空糸外部が処理水
室24を構成している。
The membrane filtration module 14 is installed vertically, and the lower raw water inflow chamber 18 and the membrane filtration element 22
And a raw water discharge chamber 20 at the upper part. The membrane filtration element 22 is composed of a number of internal pressure type hollow fiber membranes 22a. As shown in FIG. 2, the hollow fiber membrane separates a space inside the hollow fiber from an external space. Membrane 22
The inside of a constitutes a raw water chamber 26 connecting the raw water inflow chamber 18 and the raw water discharge chamber 20, and the outside of the hollow fiber of the hollow fiber membrane 22a forms a treated water chamber 24.

【0015】膜ろ過モジュール14の原水排出室20
は、循環配管28を介し、原水ポンプ16の吸い込み側
に接続されている。従って、原水貯槽10内の原水は、
原水ポンプ16により膜ろ過モジュール14の原水流入
室18に供給され、ここから膜ろ過エレメント22の中
空糸内部の原水室26を通り原水排出室20を介し原水
ポンプ16に循環される。ここで、膜ろ過エレメント2
2の中空糸内部からろ過膜を透過したろ過処理水は、処
理水室24に至る。
The raw water discharge chamber 20 of the membrane filtration module 14
Is connected to the suction side of the raw water pump 16 via a circulation pipe 28. Therefore, the raw water in the raw water storage tank 10 is
The raw water is supplied to the raw water inlet chamber 18 of the membrane filtration module 14 by the raw water pump 16, and is circulated from the raw water pump 16 through the raw water discharge chamber 20 through the raw water chamber 26 inside the hollow fiber of the membrane filtration element 22. Here, the membrane filtration element 2
The filtered water that has passed through the filtration membrane from inside the hollow fiber of No. 2 reaches the treated water chamber 24.

【0016】処理水室24には、処理水配管32が接続
され、この処理水配管32は、洗浄用水貯留槽34を介
し、処理水貯槽36に接続されている。そこで、膜ろ過
モジュール14によって得られたろ過処理水は、洗浄用
水貯留槽34を介し処理水貯槽36に導入される。処理
水貯槽36の処理水は系外に排出され、例えば後段の純
水製造施設などに供給される。
A treated water pipe 32 is connected to the treated water chamber 24. The treated water pipe 32 is connected to a treated water storage tank 36 via a cleaning water storage tank 34. Then, the filtered water obtained by the membrane filtration module 14 is introduced into the treated water storage tank 36 via the cleaning water storage tank 34. The treated water in the treated water storage tank 36 is discharged out of the system and supplied to, for example, a subsequent pure water production facility or the like.

【0017】また、処理水貯槽36には、逆洗配管38
が接続されており、この逆洗配管38は逆洗ポンプ40
を介し、処理水配管32に接続されている。そこで、こ
の逆洗ポンプ40を駆動することで、処理水貯槽36内
の処理水が膜ろ過モジュールの処理水室24に圧送さ
れ、膜ろ過エレメント22の逆洗を行うことができる。
また、原水流入室18及び原水排出室20には、洗浄水
排水管42、44が接続されており、逆洗排水がここか
ら排出される。
The treated water storage tank 36 has a backwash pipe 38.
The backwash pipe 38 is connected to a backwash pump 40.
Is connected to the treated water pipe 32 via the. Then, by driving the backwash pump 40, the treated water in the treated water storage tank 36 is pumped to the treated water chamber 24 of the membrane filtration module, and the membrane filtration element 22 can be backwashed.
Wash water drain pipes 42 and 44 are connected to the raw water inflow chamber 18 and the raw water discharge chamber 20, and backwash drain water is discharged therefrom.

【0018】そして、本実施形態において、洗浄用水貯
留槽34は、膜ろ過モジュール14の上端より高い位置
に配置されており、洗浄用水貯留槽34と膜ろ過モジュ
ール14の原水排出室20は、洗浄用水配管46で接続
されている。そこで、洗浄用水貯留槽34内のろ過処理
水を自然流下で、原水排出室20に供給でき、洗浄排水
管44から排水することができる。これによって、洗浄
用水貯留槽34内の処理水が、膜ろ過エレメント22の
原水室26に自然流下で流れる。
In the present embodiment, the cleaning water storage tank 34 is disposed at a position higher than the upper end of the membrane filtration module 14, and the cleaning water storage tank 34 and the raw water discharge chamber 20 of the membrane filtration module 14 It is connected by a water pipe 46. Therefore, the filtered water in the cleaning water storage tank 34 can be supplied to the raw water discharge chamber 20 under natural flow, and can be drained from the cleaning drainage pipe 44. As a result, the treated water in the washing water storage tank 34 flows into the raw water chamber 26 of the membrane filtration element 22 under natural flow.

【0019】なお、上述の説明では、バルブを省略した
が、各配管には、バルブが適宜設けられ、このバルブの
開閉で流路を適宜選択できるようになっている。
In the above description, the valve is omitted, but a valve is appropriately provided in each pipe, and a flow path can be appropriately selected by opening and closing the valve.

【0020】次に、処理の動作について、図1に基づい
て説明する。ろ過工程では、原水ポンプ16を駆動し
て、原水を膜ろ過モジュール14の下部の原水流入室1
8に圧送する。これによって、原水は、膜ろ過モジュー
ル14内を原水流入室18、中空糸内部の原水室26、
原水排出室20の順に通り、循環配管28を通って、原
水ポンプ16の吸い込み側に循環する。従って、原水室
26内において、原水は上向流で流れる。そして、原水
室26内の原水の一部は、膜ろ過エレメント22の中空
糸膜22aを透過して、処理水室24に至る。この際
に、原水中の懸濁物質は、膜ろ過エレメント22の中空
糸膜22aによって分離され、その原水室26側表面に
蓄積される。従って、ろ過処理の継続によって、膜ろ過
エレメント22の原水室26側表面には、懸濁物質から
なる汚染物質が徐々に蓄積されていく。
Next, the processing operation will be described with reference to FIG. In the filtration step, the raw water pump 16 is driven to convert the raw water into the raw water inflow chamber 1 below the membrane filtration module 14.
To 8 Thus, the raw water flows through the membrane filtration module 14 into the raw water inflow chamber 18, the raw water chamber 26 inside the hollow fiber,
The raw water is circulated to the suction side of the raw water pump 16 through the circulation pipe 28 in the order of the raw water discharge chamber 20. Therefore, in the raw water chamber 26, the raw water flows in an upward flow. Then, part of the raw water in the raw water chamber 26 passes through the hollow fiber membrane 22 a of the membrane filtration element 22 and reaches the treated water chamber 24. At this time, the suspended matter in the raw water is separated by the hollow fiber membrane 22a of the membrane filtration element 22, and accumulated on the surface of the raw water chamber 26 side. Therefore, by the continuation of the filtration process, contaminants composed of suspended substances are gradually accumulated on the surface of the membrane filtration element 22 on the raw water chamber 26 side.

【0021】これによって、膜ろ過モジュール14のろ
過能力が低下し、十分な処理水量が得られなくなる。そ
こで、定期的に逆洗工程を実施する。すなわち、原水ポ
ンプ16の駆動を停止し、逆洗ポンプ40を駆動して、
処理水室24内に処理水貯槽36内のろ過処理水を圧送
する。これによって、ろ過処理水が、膜ろ過エレメント
22を処理水室24側から原水室26側に向けて流れ、
逆洗が行われ、膜ろ過エレメント22の原水室26側表
面に蓄積されていた汚染物質が剥離除去される。
As a result, the filtration capacity of the membrane filtration module 14 decreases, and a sufficient amount of treated water cannot be obtained. Therefore, a backwashing step is periodically performed. That is, the driving of the raw water pump 16 is stopped, the backwash pump 40 is driven,
The filtered water in the treated water storage tank 36 is pumped into the treated water chamber 24. Thereby, the filtration treatment water flows through the membrane filtration element 22 from the treatment water chamber 24 side to the raw water chamber 26 side,
Backwashing is performed to remove and remove contaminants accumulated on the surface of the membrane filtration element 22 on the raw water chamber 26 side.

【0022】そして、この逆洗工程の後、洗浄用水貯留
槽34内のろ過処理水を利用して押し出し洗浄工程を実
施する。この押し出し洗浄工程では、逆洗ポンプ40を
停止し、洗浄用水貯留槽34内のろ過処理水を自然流下
で、膜ろ過モジュールの原水室26内、すなわち中空糸
膜22aの内部空間に流下させる。これによって、図3
に示すように膜ろ過エレメント22の中空糸内部の原水
室26側表面に残留していた汚染物質が剥離除去され
る。特に、この押し出し洗浄工程では、原水室26内に
おけるろ過処理水の流れが、下降流であり、通水工程に
おける原水の流れと逆方向である。そこで、膜ろ過エレ
メント22の表面に付着していた汚染物質の剥離が促進
される。
After this back washing step, an extrusion washing step is carried out using the filtered water in the washing water storage tank 34. In this extrusion cleaning step, the backwash pump 40 is stopped, and the filtered water in the cleaning water storage tank 34 is allowed to flow naturally into the raw water chamber 26 of the membrane filtration module, that is, into the internal space of the hollow fiber membrane 22a. As a result, FIG.
As shown in (1), contaminants remaining on the surface of the membrane filtration element 22 on the side of the raw water chamber 26 inside the hollow fiber are peeled and removed. In particular, in the extrusion cleaning step, the flow of the filtered water in the raw water chamber 26 is a downward flow, and is in the opposite direction to the flow of the raw water in the water passing step. Therefore, the separation of the contaminants attached to the surface of the membrane filtration element 22 is promoted.

【0023】特に、膜ろ過エレメント22の表面に付着
している汚染物質は、図3に示すように、ろ過工程にお
ける原水の流れの方向に沿って、鱗状になりやすい。そ
こで、逆洗工程の後、すぐにろ過工程に入ると汚染物質
が再度ろ過膜面に押しつけられ、汚染物質が付着してし
まう。逆洗工程とろ過工程の間に通水方向が逆の押し出
し洗浄工程を設けることで、剥離しかかった汚染物質を
鱗をはがすようにして、ろ過膜面から除去することがで
き、十分な洗浄効果を得ることができる。
In particular, the contaminants adhering to the surface of the membrane filtration element 22 tend to be scaly along the direction of the flow of raw water in the filtration step, as shown in FIG. Therefore, immediately after the backwashing step, when the filtration step is started, the contaminants are pressed against the filtration membrane surface again, and the contaminants adhere. By providing an extrusion cleaning step in which the water flow direction is reversed between the backwashing step and the filtration step, contaminants that have started to peel off can be removed from the filtration membrane surface as if the scales were peeled off. The effect can be obtained.

【0024】なお、この押し出し洗浄工程は、毎回の逆
洗の後に実施する必要はなく、原水の性状に応じて、1
日1回〜1週間に1回程度の頻度で、通常の逆洗の後に
実施すればよい。
The extrusion cleaning step does not need to be performed after each backwashing, and may be performed according to the properties of raw water.
It may be carried out once a day to about once a week, after ordinary backwashing.

【0025】さらに、本実施形態では、押し出し洗浄工
程において、逆洗用水貯留槽34内のろ過処理水を自然
流下で原水室26内に流下させる。このような自然流下
によれば、ポンプで圧送する場合に比べてそのときの原
水室26内の圧力をかなり低くできる。そこで、膜面に
対する押圧力が低く、付着している汚染物質を効果的に
剥離できる。
Further, in the present embodiment, in the extrusion cleaning step, the filtered water in the backwash water storage tank 34 flows down into the raw water chamber 26 under natural flow. According to such a natural flow, the pressure in the raw water chamber 26 at that time can be considerably reduced as compared with the case where the water is pumped. Therefore, the pressing force on the film surface is low, and the attached contaminants can be effectively removed.

【0026】また、自然流下によるため、ポンプなどの
回転機器が不要である。なお、膜ろ過モジュール14の
上端より高い位置に設置する洗浄用水貯留槽34は、膜
モジュール14の原水側の室(原水流入室18、原水室
26、及び原水排出室20)の容積分で十分である。さ
らに、この洗浄用水貯留槽34は、1つの膜ろ過系列に
1槽設けてもよいが、押し出し洗浄処理のタイミングは
異ならせることができるため、複数の膜ろ過系列に対
し、1槽だけ設けてもよい。
Further, since the flow is caused by natural flow, a rotating device such as a pump is unnecessary. In addition, the washing water storage tank 34 installed at a position higher than the upper end of the membrane filtration module 14 is sufficient for the volume of the raw water side chamber (the raw water inflow chamber 18, the raw water chamber 26, and the raw water discharge chamber 20) of the membrane module 14. It is. Further, one washing water storage tank 34 may be provided for one membrane filtration system. However, since the timing of the extrusion cleaning process can be different, only one tank is provided for a plurality of membrane filtration systems. Is also good.

【0027】ここで、押し出し洗浄工程において使用す
る洗浄用水は、ろ過処理水に限らず、活性炭処理水(後
段に活性炭処理装置がある場合)や、水道水なども利用
できる。さらに、この洗浄用水はなるべく清浄なものが
好ましいが、原水を利用することもできる。また、膜ろ
過モジュールは、内圧型中空糸に限らず、各種のタイプ
のものが利用できるが、特に、中空糸膜やチューブラー
膜等の管状タイプの膜が好適である。更に、ろ過方式も
上述のようなクロスフローろ過に限らず、全量ろ過でも
良い。
Here, the washing water used in the extrusion washing step is not limited to the filtered water, but may be activated carbon treated water (when there is an activated carbon treatment device at the subsequent stage), tap water, or the like. Further, the cleaning water is preferably as clean as possible, but raw water can also be used. Further, the membrane filtration module is not limited to the internal pressure type hollow fiber, and various types can be used. In particular, a tubular type membrane such as a hollow fiber membrane or a tubular membrane is suitable. Further, the filtration method is not limited to the cross-flow filtration as described above, and may be a total amount filtration.

【0028】[0028]

【実施例】図1に示したのと同じ構成の装置を用いて、
押し出し洗浄工程を設けない通常の逆洗のみを行った従
来例と、逆洗工程の後に押し出し洗浄工程を設けた本発
明の装置について、処理実験を行った。使用した膜モジ
ュールは、内圧型中空糸膜モジュールである。その際の
条件を表1に示す。このように、本発明において、押し
出し洗浄工程を1週に1回(逆洗220回に対し1回)
通常の逆洗工程の後に行った以外は、同じ条件である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Using an apparatus having the same configuration as that shown in FIG.
Processing experiments were performed on a conventional example in which only normal backwashing without the extrusion cleaning step was performed, and on an apparatus of the present invention in which the extrusion cleaning step was provided after the backwashing step. The membrane module used is an internal pressure type hollow fiber membrane module. Table 1 shows the conditions at that time. Thus, in the present invention, the extrusion cleaning step is performed once a week (once for every 220 times of backwashing).
The same conditions were followed, except that it was performed after a normal backwashing step.

【0029】[0029]

【表1】 この実験の結果における従来例と、本発明の場合の膜間
差圧(一定のろ過処理水を得るための膜ろ過エレメント
22の原水室26側と処理水室24側の差圧)の変化を
図4に示す。このように、従来法では、運転2ヶ月で、
膜間差圧が増大し、薬品洗浄が必要になった。一方、本
発明では、薬品洗浄が必要になったのは、運転7ヶ月で
あった。
[Table 1] The change in the transmembrane pressure (differential pressure between the raw water chamber 26 side and the treated water chamber 24 side of the membrane filtration element 22 for obtaining constant filtration water) in the conventional example and the present invention in the result of this experiment is shown. As shown in FIG. Thus, in the conventional method, in two months of operation,
The transmembrane pressure increased and chemical cleaning was required. On the other hand, in the present invention, chemical cleaning was required for 7 months of operation.

【0030】これより、本発明の装置により、膜洗浄が
効果的に行われ、安定運転期間を大きく延長できること
が理解される。
From the above, it is understood that the apparatus of the present invention can effectively perform membrane cleaning and greatly extend the stable operation period.

【0031】[0031]

【発明の効果】以上説明したように、本発明では、通常
の逆洗を行った後に自然流下により洗浄用水を原水室に
流通してろ過膜を押し出し洗浄する。このため、原水室
内の圧力を低くして、原水室内に洗浄用水を流通するこ
とができ、これにより、逆洗によって剥離しかかってい
るろ過膜表面の汚染物質を効果的に剥離除去することが
できる。これによって、ろ過膜の洗浄を効果的に行え、
長期間にわたってろ過を継続することができる。
As described above, in the present invention, after performing the normal backwashing, the washing water is flowed to the raw water chamber by natural flow to extrude and wash the filtration membrane. For this reason, the pressure in the raw water chamber can be reduced, and the cleaning water can be circulated in the raw water chamber, whereby the contaminants on the surface of the filtration membrane that are about to be separated by the backwash can be effectively separated and removed. . As a result, the filtration membrane can be effectively cleaned,
Filtration can be continued for a long time.

【0032】また、ろ過の時と通水方向が逆の押し出し
洗浄を行うことで、逆洗で剥離しかかった汚染物質を鱗
をはがすようにして、ろ過膜面から除去することがで
き、十分な洗浄効果を得ることができる。
In addition, by performing the extrusion cleaning in which the direction of water flow is the reverse of the direction of filtration, the contaminants that have come off in the backwash can be removed from the surface of the filtration membrane by peeling off the scales. A good cleaning effect can be obtained.

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

【図1】 本発明の実施形態に係る膜ろ過装置の構成を
示す図である。
FIG. 1 is a diagram showing a configuration of a membrane filtration device according to an embodiment of the present invention.

【図2】 内圧型中空糸膜の構成を示す図である。FIG. 2 is a view showing a configuration of an internal pressure type hollow fiber membrane.

【図3】 各工程における汚染物質の状態を示す図であ
る。
FIG. 3 is a diagram showing a state of a contaminant in each step.

【図4】 運転継続による膜間差圧の変化を示す図であ
る。
FIG. 4 is a diagram showing a change in transmembrane pressure due to continuation of operation.

【符号の説明】 10 原水貯槽、14 膜ろ過モジュール、16 原水
ポンプ、18 原水流入室、20 原水排出室、22
膜ろ過エレメント、24 処理水室、26 原水室、3
4 洗浄用水貯留槽、40 逆洗ポンプ。
[Description of Signs] 10 raw water storage tank, 14 membrane filtration module, 16 raw water pump, 18 raw water inflow chamber, 20 raw water discharge chamber, 22
Membrane filtration element, 24 treated water chamber, 26 raw water chamber, 3
4 Washing water storage tank, 40 backwash pump.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 真崎 晃明 東京都江東区新砂1丁目2番8号 オルガ ノ株式会社内 Fターム(参考) 4D006 GA05 GA06 GA07 HA02 HA18 HA22 JA58A JA67A KA63 KC02 KC03 KC05 KC13 KE04P KE05Q KE06P KE22Q KE23Q KE24Q KE28Q MA01 MA02 PA01 PB02 PB04 PB08 PC03 ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Akiaki Masaki 1-2-8 Shinsuna, Koto-ku, Tokyo Organo Corporation F-term (reference) 4D006 GA05 GA06 GA07 HA02 HA18 HA22 JA58A JA67A KA63 KC02 KC03 KC05 KC13 KE04P KE05Q KE06P KE22Q KE23Q KE24Q KE28Q MA01 MA02 PA01 PB02 PB04 PB08 PC03

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 ろ過膜によって仕切られた原水室と処理
水室を含み、ろ過膜を透過させることによって原水から
懸濁物質を除去する膜ろ過モジュールを有する膜ろ過装
置であって、 膜ろ過モジュール上端よりも高い位置に設けられ、洗浄
用水を貯留する洗浄用水貯留槽と、 この洗浄用水貯留槽内の洗浄用水を上記膜ろ過モジュー
ルの原水室内に自然流下で流通させ、ろ過膜を洗浄する
洗浄手段と、 を有することを特徴とする膜ろ過装置。
1. A membrane filtration device comprising a raw water chamber and a treated water chamber separated by a filtration membrane, wherein the membrane filtration module has a membrane filtration module for removing suspended substances from raw water by permeating the filtration membrane. A washing water storage tank provided at a position higher than the upper end for storing washing water, and washing water in the washing water storage tank flowing under natural flow into the raw water chamber of the membrane filtration module to wash the filtration membrane. Means, and a membrane filtration device comprising:
【請求項2】 請求項1に記載の装置において、 ろ過時において膜ろ過モジュールの原水室内に一方向で
原水を流通させ、洗浄時において上記洗浄手段により洗
浄用水を原水室内にろ過時とは反対方向に流通させるこ
とを特徴とする膜ろ過装置。
2. The apparatus according to claim 1, wherein at the time of filtration, the raw water flows in one direction into the raw water chamber of the membrane filtration module, and at the time of cleaning, the washing means is used to reverse the cleaning water into the raw water chamber. A membrane filtration device characterized by flowing in the direction.
JP04914199A 1999-02-25 1999-02-25 Cleaning method for membrane filtration equipment Expired - Fee Related JP3943748B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04914199A JP3943748B2 (en) 1999-02-25 1999-02-25 Cleaning method for membrane filtration equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04914199A JP3943748B2 (en) 1999-02-25 1999-02-25 Cleaning method for membrane filtration equipment

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JP2000246069A true JP2000246069A (en) 2000-09-12
JP3943748B2 JP3943748B2 (en) 2007-07-11

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ID=12822817

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Application Number Title Priority Date Filing Date
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Country Link
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100702809B1 (en) * 2005-09-22 2007-04-04 주식회사 가경코스모 Filteration method and apparatus for polluted water and sewage
JP2007222740A (en) * 2006-02-22 2007-09-06 Daicen Membrane Systems Ltd Cleaning method of vertical separation membrane module
JP2018103170A (en) * 2016-12-22 2018-07-05 株式会社クボタ Membrane module operation method and membrane module
WO2019106814A1 (en) * 2017-11-30 2019-06-06 アクアデザインシステム株式会社 Water purification device
CN111606481A (en) * 2020-06-16 2020-09-01 浙江开创环保科技股份有限公司 Membrane filter drinking water purification treatment device and method
WO2023210530A1 (en) * 2022-04-26 2023-11-02 栗田工業株式会社 Water treatment facility and method for operating water treatment facility

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100702809B1 (en) * 2005-09-22 2007-04-04 주식회사 가경코스모 Filteration method and apparatus for polluted water and sewage
JP2007222740A (en) * 2006-02-22 2007-09-06 Daicen Membrane Systems Ltd Cleaning method of vertical separation membrane module
JP2018103170A (en) * 2016-12-22 2018-07-05 株式会社クボタ Membrane module operation method and membrane module
WO2019106814A1 (en) * 2017-11-30 2019-06-06 アクアデザインシステム株式会社 Water purification device
CN111606481A (en) * 2020-06-16 2020-09-01 浙江开创环保科技股份有限公司 Membrane filter drinking water purification treatment device and method
WO2023210530A1 (en) * 2022-04-26 2023-11-02 栗田工業株式会社 Water treatment facility and method for operating water treatment facility
JP2023161633A (en) * 2022-04-26 2023-11-08 栗田工業株式会社 Water treatment installation and operation method for water treatment installation
JP7396395B2 (en) 2022-04-26 2023-12-12 栗田工業株式会社 Water treatment equipment and how to operate it

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