JP2003080287A - Immersion membrane type water treatment equipment - Google Patents

Immersion membrane type water treatment equipment

Info

Publication number
JP2003080287A
JP2003080287A JP2001275435A JP2001275435A JP2003080287A JP 2003080287 A JP2003080287 A JP 2003080287A JP 2001275435 A JP2001275435 A JP 2001275435A JP 2001275435 A JP2001275435 A JP 2001275435A JP 2003080287 A JP2003080287 A JP 2003080287A
Authority
JP
Japan
Prior art keywords
membrane
air
flow rate
water treatment
tank
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.)
Pending
Application number
JP2001275435A
Other languages
Japanese (ja)
Inventor
Takayoshi Koseki
貴義 小関
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.)
Asahi Kasei Corp
Original Assignee
Asahi Kasei Corp
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 Asahi Kasei Corp filed Critical Asahi Kasei Corp
Priority to JP2001275435A priority Critical patent/JP2003080287A/en
Publication of JP2003080287A publication Critical patent/JP2003080287A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

PROBLEM TO BE SOLVED: To provide immersion membrane type water treatment equipment which can produce stably large amount of a filtrate for a long period of time without causing the clogging of a membrane even when there are clogging of a diffuser or failure of air supply. SOLUTION: The equipment is provided with a means which measures an air flow rate to aerate through the diffuser by using a flow rate sensor and controls a membrane permeate flow rate on the basis of the signal of the flow rate sensor when the air flow rate changes from a prescribed level.

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、懸濁物質などを含
む原水の濾過を目的とした水処理装置に関わる。さらに
詳しくは、河川水、湖沼水、地下水、海水、あるいは、
生活排水、工場排水等を生物処理する活性汚泥などを原
水として膜濾過により大量に除濁・除菌を行う水処理装
置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water treatment device for filtering raw water containing suspended matter and the like. More specifically, river water, lake water, groundwater, seawater, or
The present invention relates to a water treatment device that performs large-scale sterilization and sterilization by membrane filtration using activated sludge and the like for biological treatment of domestic wastewater and factory wastewater as raw water.

【0002】[0002]

【従来の技術】合併処理浄化槽など、生活排水等の有機
性の汚水を処理する装置においては、膜分離装置を利用
したものが実用化されている。浸漬型膜分離水処理装置
では、濾過中に空気を膜に吹き付ける方法が知られてい
る。浸漬型の膜モジュールにある程度空気を吹き付ける
ことによって、膜面の汚染を取り除きながら濾過をする
ことで膜透過液量が低下することを防いでいる。
2. Description of the Related Art As a device for treating organic wastewater such as domestic wastewater such as a combined treatment septic tank, a device utilizing a membrane separation device has been put into practical use. In the immersion type membrane separation water treatment device, a method of blowing air to the membrane during filtration is known. By blowing air to the immersion type membrane module to some extent, the filtration of the membrane surface while removing the contamination is prevented from decreasing the membrane permeate amount.

【0003】特開平10−156154号公報では、空
気供給装置の吐出圧の検知により少なくとも被処理原水
の流入量か膜透過液量の一方を制御することになってい
る。しかし、吐出圧だけの管理では、散気装置が目詰ま
りを起こした時は、吐出圧が上がるにもかかわらず散気
量は減り、一方で被処理原水の流入量や膜透過液量が増
加することになって、ねらいどおりに被処理原水の流入
量や膜透過液量を制御できないことが問題である。
In Japanese Patent Laid-Open No. 10-156154, at least one of the inflow rate of the raw water to be treated and the membrane permeate rate is controlled by detecting the discharge pressure of the air supply device. However, if only the discharge pressure is controlled, when the air diffuser is clogged, the amount of air diffused will decrease despite the increase in discharge pressure, while the amount of raw water to be treated and the amount of membrane permeate will increase. Therefore, the problem is that the inflow rate of the raw water to be treated and the membrane permeate rate cannot be controlled as intended.

【0004】特開平11−156360号公報では、膜
透過液量の増減に応じて空気流量を制御する運転方法を
とっている。しかし、空気源が故障した際の濾過運転の
安定化については言及がなく、空気源のトラブルによる
膜透過液量のコントロールが十分ではない。
In Japanese Patent Laid-Open No. 11-156360, an operation method is adopted in which the air flow rate is controlled according to the increase / decrease in the amount of membrane permeate. However, there is no mention of stabilization of the filtration operation when the air source fails, and the control of the amount of membrane permeated liquid due to the trouble of the air source is not sufficient.

【0005】[0005]

【発明が解決しようとする課題】本発明は、散気装置の
目詰まりや空気源の故障があっても膜に目詰まりを起こ
させることなく、長期間安定的に高い膜濾過液量を維持
させうる浸漬膜型水処理装置を提供することを目的とす
る。
SUMMARY OF THE INVENTION According to the present invention, even if there is a clogging of an air diffuser or a failure of an air source, the membrane is not clogged and a high amount of membrane filtrate is stably maintained for a long period of time. It is an object of the present invention to provide an immersion membrane type water treatment device that can be used.

【0006】[0006]

【課題を解決するための手段】本発明者は、上記問題を
解決するために、浸漬型膜分離装置を用いて被処理原水
を濾過するに際し、散気装置を通じて曝気する空気流量
を測定し、測定した流量が設定した空気流量に対して変
動した時、流量センサーが変動を検知して、吸引する膜
透過液量をコントロールすることにより長期間安定的に
高い膜濾過液量を維持させることができることに着目
し、本発明をなすに至った。
Means for Solving the Problems In order to solve the above problems, the present inventor measured the flow rate of air aerated through an air diffusing device when filtering raw water to be treated using an immersion type membrane separator, When the measured flow rate fluctuates with respect to the set air flow rate, the flow rate sensor detects the fluctuation and controls the amount of membrane permeated liquid to be sucked in, so that a high amount of membrane filtrate can be stably maintained for a long period of time. Focusing on what can be done, the present invention has been completed.

【0007】即ち本願発明は、下記の通りである。 (1)槽の内部に被処理原水を流入させて、槽の内部に
膜モジュールを浸漬設置し、散気装置により散気しなが
ら被処理原水を膜モジュールによりろ過して、膜透過液
を槽の外部へ取り出す水処理装置において、散気装置に
空気を供給するラインに流量センサーを有し、該センサ
ーの信号に基づいて作動する膜透過液吸引量のコントロ
ール手段を備えたことを特徴とする浸漬膜型水処理装
置。
That is, the present invention is as follows. (1) The raw water to be treated is allowed to flow into the tank, the membrane module is immersed and installed in the tank, and the raw water to be treated is filtered by the membrane module while being diffused by an air diffuser, and the membrane permeated liquid is stored in the tank. In the water treatment device to be taken out to the outside of the device, a flow rate sensor is provided in a line for supplying air to the air diffuser, and a means for controlling the amount of permeated liquid suction which operates based on the signal of the sensor is provided. Immersion membrane type water treatment device.

【0008】(2)槽の内部に被処理原水を流入させ
て、槽の内部に膜モジュールを浸漬設置し、散気装置に
より散気しながら被処理原水を膜モジュールによりろ過
して、膜透過液を槽の外部へ取り出す水処理装置におい
て、散気装置に空気を供給するラインに流量センサーを
有し、空気流量があらかじめ設定した値以下に低下した
時に、前記センサーの信号に基づいて自動的に膜透過液
の吸引を停止する手段を備えたことを特徴とする浸漬膜
型水処理装置。
(2) The raw water to be treated is allowed to flow into the tank, the membrane module is dipped and installed in the tank, and the raw water to be treated is filtered by the membrane module while being diffused by an air diffuser to pass through the membrane. In a water treatment device that takes out the liquid to the outside of the tank, it has a flow rate sensor in the line that supplies air to the air diffuser, and when the air flow rate drops below a preset value, it will be automatically operated based on the signal from the sensor. An immersion membrane type water treatment device, characterized in that it is provided with means for stopping the suction of the membrane permeate.

【0009】[0009]

【発明の実施の形態】以下、本発明を図1に基づいて詳
しく説明する。図1は、浸漬膜槽14に膜モジュール1
3を入れて、ポンプ17で吸引濾過をする本願発明の1
例である。流量センサー12をエアーコンプレッサーな
どの空気供給装置11と散気装置15の間に入れ、空気
の流量が設定した値よりも低下した時には吸引する膜透
過液量を減少させることで、急激な膜透過液量の低下を
防ぐことができる。吸引する膜透過液量をコントロール
する方法としては、吸引ポンプの回転数をインバータな
どで制御したり、バルブ16に電動弁やエアー駆動弁な
どを入れることによって、開度の調整をする方法があ
る。また、完全に濾過を停止するには、バルブ16に前
記電動弁、エアー駆動弁の他に、電磁弁などを導入する
ことでも対応できる。空気流量が上がった時にはポンプ
17で膜透過液の吸引量が上がるようにすることで対応
ができる。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail below with reference to FIG. FIG. 1 shows a membrane module 1 in a submerged membrane tank 14.
1 of the present invention in which 3 is added and suction filtration is performed by the pump 17.
Here is an example. By inserting the flow rate sensor 12 between the air supply device 11 such as an air compressor and the air diffuser 15, and reducing the amount of the membrane permeated liquid to be sucked when the flow rate of the air falls below the set value, the rapid membrane permeation It is possible to prevent a decrease in liquid volume. As a method of controlling the amount of the membrane permeated liquid to be sucked, there is a method of controlling the rotation speed of the suction pump by an inverter or the like, and adjusting the opening degree by inserting an electric valve or an air driven valve into the valve 16. . Further, in order to completely stop the filtration, it is possible to introduce an electromagnetic valve or the like into the valve 16 in addition to the electrically operated valve and the air driven valve. When the air flow rate is increased, the pump 17 can be used to increase the suction amount of the membrane-permeated liquid.

【0010】すなわち、本発明は、膜モジュールへの空
気量が変動した際に流量センサーが空気流量を検知し、
自動的に膜透過液量をコントロールする膜分離システム
である。特に、空気流量が大幅に低下した時には膜透過
液のポンプによる吸引を停止させることも可能で、これ
によって膜の目詰まりを防ぎ、膜透過液量が低下するこ
とを防いでいる。さらに、本発明では上記の機構を利用
し、空気供給装置からの空気流量を積極的にコントロー
ルすることで所望の濾過水量を得る水処理装置として用
いることもできる。本発明の実施例を以下に述べるが、
これによって本発明が限定されることはない。
That is, according to the present invention, the flow rate sensor detects the air flow rate when the air volume to the membrane module fluctuates,
It is a membrane separation system that automatically controls the amount of membrane permeate. In particular, when the air flow rate is significantly reduced, it is possible to stop the suction of the membrane permeate by the pump, which prevents clogging of the membrane and prevents the amount of membrane permeate from decreasing. Further, in the present invention, it is possible to use the above-mentioned mechanism and use it as a water treatment device for obtaining a desired amount of filtered water by positively controlling the flow rate of air from the air supply device. Examples of the present invention will be described below.
This does not limit the invention.

【0011】[0011]

【実施例1】図1のように空気供給装置で膜モジュール
に空気を送りながら膜モジュールで濾過を行った。濾過
膜面積1m2あたり25℃、大気圧で1m3/hrの空気
を供給し、空気流量の下限値を1m2あたり、25℃、
大気圧で0.7m3/hrに設定した。水温25℃、濾
過膜にかかる水圧を10kPaとし、0.5m3/m2
dayの膜透過液量を得ていたが、空気供給装置の故障
によって、膜モジュールに空気を送ることができなくな
り、空気流量が設定下限値を下回ったため、該センサー
が働き、自動的にバルブ16を閉じて、ポンプ17を停
止させ、濾過を停止した。
Example 1 As shown in FIG. 1, filtration was performed with the membrane module while sending air to the membrane module with an air supply device. Air is supplied at 25 ° C. per 1 m 2 of filtration membrane area and 1 m 3 / hr at atmospheric pressure, and the lower limit of the air flow rate is 25 ° C. per 1 m 2 .
The atmospheric pressure was set to 0.7 m 3 / hr. Water temperature 25 ℃, water pressure on the filtration membrane 10kPa, 0.5m 3 / m 2 ·
Although the membrane permeated liquid amount of day was obtained, it was not possible to send air to the membrane module due to a failure of the air supply device, and the air flow rate fell below the set lower limit value, so the sensor worked and the valve 16 automatically Was closed, pump 17 was stopped, and filtration was stopped.

【0012】空気供給装置の故障を直し、再び膜モジュ
ールに濾過膜面積1m2あたり25℃、大気圧で1m3
hrの空気を供給し、濾過を開始した。水温25℃、濾
過膜にかかる水圧を10kPaとしたところ、膜透過液
量は0.5m3/m2・dayとなり、濾過停止前と同じ
量を得ることができた。
The air supply device is repaired and the membrane module is again placed at 25 ° C. per 1 m 2 of filtration membrane area and 1 m 3 / at atmospheric pressure.
The air of hr was supplied and the filtration was started. When the water temperature was 25 ° C. and the water pressure applied to the filtration membrane was 10 kPa, the membrane permeated liquid amount was 0.5 m 3 / m 2 · day, and the same amount as before the filtration was stopped could be obtained.

【0013】[0013]

【実施例2】図1のように空気供給装置で膜モジュール
に空気を送りながら膜モジュールで濾過を行った。濾過
膜面積1m2あたり25℃、大気圧で1m3/hrの空気
を供給し、空気流量の下限値を1m2あたり25℃、大
気圧で0.7m3/hrに設定した。水温25℃、濾過
膜にかかる水圧を10kPaとし、0.5m3/m2・d
ayの膜透過液量を得ていたが、散気装置の詰まりによ
って、膜モジュールに空気を送ることができなくなり、
空気流量が設定値を下回ったため、該センサーが働き、
自動的にポンプ17で膜透過液量を0.01m3/m2
dayにコントロールして濾過を続けた。
Example 2 As shown in FIG. 1, filtration was performed with the membrane module while sending air to the membrane module with the air supply device. Air was supplied at 25 ° C. per 1 m 2 of filtration membrane area and 1 m 3 / hr at atmospheric pressure, and the lower limit value of the air flow rate was set to 25 ° C. per 1 m 2 and 0.7 m 3 / hr at atmospheric pressure. Water temperature is 25 ° C, water pressure on the filtration membrane is 10 kPa, and 0.5 m 3 / m 2 · d
Although the membrane permeated liquid amount of ay was obtained, it became impossible to send air to the membrane module due to clogging of the air diffuser,
Since the air flow rate is below the set value, the sensor works,
The pump 17 automatically adjusts the amount of membrane permeate to 0.01 m 3 / m 2 ·
The filtration was continued while controlling the day.

【0014】散気装置の詰まりを直し、再び膜モジュー
ルに濾過膜面積1m2あたり25℃、大気圧で1m3/h
rの空気を供給し、濾過を開始した。水温25℃、濾過
膜にかかる水圧を10kPaとしたところ、膜透過液量
は0.5m3/m2・dayとなり、膜透過液量をコント
ロール前と同じ量得ることができた。
After fixing the clogging of the air diffuser, the membrane module was again placed at 25 ° C. per 1 m 2 of filtration membrane area and 1 m 3 / h at atmospheric pressure.
Air of r was supplied and filtration was started. When the water temperature was 25 ° C. and the water pressure applied to the filtration membrane was 10 kPa, the membrane permeated liquid amount was 0.5 m 3 / m 2 · day, and the same amount as that before the control could be obtained.

【0015】[0015]

【比較例1】図2のように空気供給装置で膜モジュール
に空気を送りながら膜モジュールで濾過を行った。濾過
膜面積1m2あたり25℃、大気圧で1m3/hrの空気
を供給し、25℃、濾過圧力10kPaでの換算値で水
温25℃、濾過膜にかかる水圧を10kPaとし、0.
5m3/m2・dayの膜透過液量を得ていたが、空気供
給装置の故障によって、膜モジュールに空気を送ること
ができなくなり、空気流量が濾過膜面積1m2あたり
0.6m3/hrを下回ったが、そのまま吸引濾過を1
2時間続けた。その結果、膜透過液量が25℃、濾過圧
力10kPaでの換算値で0.1m3/m2・dayにな
った。
COMPARATIVE EXAMPLE 1 As shown in FIG. 2, filtration was carried out by the membrane module while sending air to the membrane module by the air supply device. Air of 1 m 3 / hr was supplied at 25 ° C. per 1 m 2 of the filtration membrane area at atmospheric pressure, the water temperature was 25 ° C. at the conversion value at 25 ° C. and the filtration pressure was 10 kPa, and the water pressure applied to the filtration membrane was 10 kPa.
Although the membrane permeated liquid amount of 5 m 3 / m 2 · day was obtained, it became impossible to send air to the membrane module due to a failure of the air supply device, and the air flow rate was 0.6 m 3 / m 2 per filtration membrane area. It was less than hr, but suction filtration was 1
I continued for 2 hours. As a result, the membrane permeated liquid amount was 0.1 m 3 / m 2 · day in terms of a converted value at 25 ° C. and a filtration pressure of 10 kPa.

【0016】空気供給装置の故障を直し、再び膜モジュ
ールに濾過膜面積1m2あたり25℃、大気圧で1m3
hrの空気を供給し、濾過を開始した。水温25℃、濾
過膜にかかる水圧を10kPaとしたところ、膜透過液
量は0.1m3/m2・dayになり、24時間後に0.
15m3/m2・dayにまで回復したが、48時間後で
も、0.15m3/m2・dayのままであった。その後
1週間経過しても0.5m3/m2・dayにまで回復す
ることはなかった。
The air supply device is repaired, and the membrane module is again placed at 25 ° C. per 1 m 2 of filtration membrane area and 1 m 3 / at atmospheric pressure.
The air of hr was supplied and the filtration was started. When the water temperature was 25 ° C. and the water pressure applied to the filtration membrane was 10 kPa, the amount of liquid permeated into the membrane was 0.1 m 3 / m 2 · day, and after 24 hours, it became 0.
It recovered to 15m 3 / m 2 · day, but after 48 hours remained 0.15m 3 / m 2 · day. Even after 1 week, it did not recover to 0.5 m 3 / m 2 · day.

【0017】[0017]

【発明の効果】空気供給装置の故障を空気供給装置と散
気装置の間の流量センサーで空気流量を監視することに
よって検知し、これに基づいて膜透過液量をコントロー
ルすることで、膜モジュールは、長期にわたって、高い
膜透過液量を維持することができ、水処理装置全体の信
頼性の向上が図れる。
The failure of the air supply device is detected by monitoring the air flow rate with the flow rate sensor between the air supply device and the air diffuser, and the membrane permeated liquid amount is controlled based on this to detect the failure. Can maintain a high amount of membrane permeate for a long period of time, and can improve the reliability of the entire water treatment device.

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

【図1】本発明の実施例1および実施例2で用いた浸漬
膜型水処理装置の1例を示す該略図である。
FIG. 1 is a schematic view showing an example of a submerged membrane type water treatment device used in Examples 1 and 2 of the present invention.

【図2】本発明の比較例1で用いた浸漬膜型水処理装置
の1例を示す該略図である。
FIG. 2 is a schematic view showing an example of a submerged membrane type water treatment device used in Comparative Example 1 of the present invention.

【符号の説明】[Explanation of symbols]

11 空気供給装置 12 流量センサー 13 膜モジュール 14 浸漬膜槽 15 散気装置 16 自動バルブ 17 吸引ポンプ 18 濾過液タンク 19 被処理原水導入ライン 21 空気供給装置 22 膜モジュール 23 浸漬膜槽 24 散気装置 25 手動バルブ 26 吸引ポンプ 27 濾過液タンク 28 被処理原水導入ライン 11 Air supply device 12 Flow sensor 13 membrane module 14 Immersion membrane tank 15 Air diffuser 16 Automatic valve 17 Suction pump 18 Filtrate tank 19 Treated raw water introduction line 21 Air supply device 22 membrane module 23 Immersion membrane tank 24 Air diffuser 25 Manual valve 26 Suction pump 27 Filtrate tank 28 Raw water introduction line for treatment

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 槽の内部に被処理原水を流入させて、槽
の内部に膜モジュールを浸漬設置し、散気装置により散
気しながら被処理原水を膜モジュールによりろ過して、
膜透過液を槽の外部へ取り出す水処理装置において、散
気装置に空気を供給するラインに流量センサーを有し、
該センサーの信号に基づいて作動する膜透過液吸引量の
コントロール手段を備えたことを特徴とする浸漬膜型水
処理装置。
1. The raw water to be treated is allowed to flow into the tank, the membrane module is immersed in the tank, and the raw water to be treated is filtered by the membrane module while being diffused by an air diffuser,
In a water treatment device that takes out the membrane permeated liquid to the outside of the tank, has a flow rate sensor in a line that supplies air to the air diffuser,
An immersion membrane type water treatment device comprising a means for controlling a suction amount of a permeated liquid that operates based on a signal from the sensor.
【請求項2】 槽の内部に被処理原水を流入させて、槽
の内部に膜モジュールを浸漬設置し、散気装置により散
気しながら被処理原水を膜モジュールによりろ過して、
膜透過液を槽の外部へ取り出す水処理装置において、散
気装置に空気を供給するラインに流量センサーを有し、
空気流量があらかじめ設定した値以下に低下した時に、
前記センサーの信号に基づいて自動的に膜透過液の吸引
を停止する手段を備えたことを特徴とする浸漬膜型水処
理装置。
2. The raw water to be treated is allowed to flow into the tank, the membrane module is immersed in the tank, and the raw water to be treated is filtered by the membrane module while being diffused by an air diffuser,
In a water treatment device that takes out the membrane permeated liquid to the outside of the tank, has a flow rate sensor in a line that supplies air to the air diffuser,
When the air flow rate drops below a preset value,
An immersion membrane type water treatment device comprising means for automatically stopping suction of a membrane permeate based on a signal from the sensor.
JP2001275435A 2001-09-11 2001-09-11 Immersion membrane type water treatment equipment Pending JP2003080287A (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
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Publications (1)

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Family Applications (1)

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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008012030A1 (en) * 2006-07-28 2008-01-31 Universität Kassel Method and apparatus for biological wastewater purification

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10290926A (en) * 1997-04-21 1998-11-04 Toto Ltd Membrane immersion type filter

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10290926A (en) * 1997-04-21 1998-11-04 Toto Ltd Membrane immersion type filter

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008012030A1 (en) * 2006-07-28 2008-01-31 Universität Kassel Method and apparatus for biological wastewater purification

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