JP5147267B2 - Cleaning method for membrane filtration system - Google Patents

Cleaning method for membrane filtration system Download PDF

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JP5147267B2
JP5147267B2 JP2007071815A JP2007071815A JP5147267B2 JP 5147267 B2 JP5147267 B2 JP 5147267B2 JP 2007071815 A JP2007071815 A JP 2007071815A JP 2007071815 A JP2007071815 A JP 2007071815A JP 5147267 B2 JP5147267 B2 JP 5147267B2
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membrane
hollow fiber
fiber membrane
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JP2008229471A (en
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昭範 川満
公平 井上
真 福田
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Metawater Co Ltd
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本発明は、液体中の懸濁物を除去するろ過処理に関して、内圧式の中空糸膜モジュールを備えた膜ろ過システムの洗浄方法に関係する。   The present invention relates to a cleaning method for a membrane filtration system including an internal pressure type hollow fiber membrane module, with respect to a filtration treatment for removing a suspension in a liquid.

また、外圧式中空糸膜モジュールにおける膜破断検出工程後にフラッシング工程を行うことが知られている(特許文献1、[0032]段落)。しかし、外圧式では、中空糸膜同士の間に懸濁物質が蓄積しやすく、フラッシングで懸濁物質を十分除去できない問題点があった。
また、懸濁物質を含む原水が供給される濃縮循環槽と、外筒の内部に複数本の筒状の膜フィルタが配置されて形成されており、モジュール入口部から供給された前記原水が各膜フィルタの入口端面から流入して各膜フィルタの内部空間を流通し各膜フィルタの出口端面から流出してモジュール出口部から外部に流出すると共に、膜フィルタの内周面から外周面に向かって透過してきた透過水が前記原水と分離して取り出される膜フィルタモジュールと、前記濃縮循環槽と前記膜フィルタモジュールのモジュール入口部とを連通する第1の配管系に介装されており、前記原水を前記膜フィルタモジュールに向けて圧送するポンプと、前記膜フィルタモジュールのモジュール出口部から流出してきた原水を前記濃縮循環槽に戻す第2の配管系とでなる濾過装置において前記第1の配管系から原水の一部が流入すると共に流入してきた原水を再び第1の配管系に戻すバイパス配管を、第1の配管系のうち前記ポンプと前記膜フィルタモジュールとの間に配置し、前記バイパス配管には、前記モジュール入口部での水圧よりも高い空気圧でもって空気を原水中に混入することにより原水中に微細気泡を発生させるミキサーを介装したことを特徴とする濾過装置の目詰まり防止装置が知られている(特許文献2)。この方法は、微細気泡を発生させるミキサーと気体を供給するコンプレッサをさらに設けなければならず、設備がより高価になるという問題点がある。
Further, it is known that a flushing step is performed after a membrane breakage detection step in an external pressure type hollow fiber membrane module (Patent Document 1, paragraph [0032]). However, the external pressure type has a problem that suspended substances are easily accumulated between the hollow fiber membranes, and the suspended substances cannot be sufficiently removed by flushing.
In addition, a concentration circulation tank to which raw water containing suspended solids is supplied and a plurality of cylindrical membrane filters are arranged inside the outer cylinder, and the raw water supplied from the module inlet is Flows from the inlet end face of the membrane filter, flows through the internal space of each membrane filter, flows out from the outlet end face of each membrane filter, flows out from the module outlet, and flows from the inner peripheral surface of the membrane filter toward the outer peripheral surface. The permeated water that has permeated is separated from the raw water, and is interposed in a first piping system that communicates the concentration circulation tank and the module inlet of the membrane filter module, and the raw water And a second piping system for returning the raw water flowing out from the module outlet of the membrane filter module to the concentration circulation tank. A bypass pipe for returning a part of the raw water from the first piping system to the first piping system, and the pump and the membrane filter module in the first piping system. The bypass pipe is provided with a mixer that generates fine bubbles in the raw water by mixing air into the raw water with a higher air pressure than the water pressure at the inlet of the module. A characteristic clogging prevention device for a filtering device is known (Patent Document 2). This method has a problem that a mixer for generating fine bubbles and a compressor for supplying gas must be further provided, and the equipment becomes more expensive.

また、中空糸膜の二次側を満水状態とし、一次側より一定の気体を圧送し、一定の圧力保持後に中空糸膜の一次側から二次側へ押出される水量を測定する中空糸膜モジュールの安全性試験方法であって、安全性試験工程を、ろ過運転後の逆圧洗浄工程終了後に行う方法が知られている(特許文献3)。この方法は、内圧式の中空糸膜モジュールであり、かつ、中空糸膜を縦方向に懸架した状態にしなければならないので、中空糸膜にかかる力が大きくなり破損するリスクが高いという問題点がある。
特開2004−188252号公報 特開2000−197884号公報 特開2005−13992号公報
Also, a hollow fiber membrane that fills the secondary side of the hollow fiber membrane, pumps a constant gas from the primary side, and measures the amount of water extruded from the primary side to the secondary side of the hollow fiber membrane after maintaining a constant pressure There is known a module safety test method in which the safety test process is performed after the back pressure washing process after the filtration operation is completed (Patent Document 3). This method is an internal pressure type hollow fiber membrane module, and the hollow fiber membrane must be suspended in the vertical direction, so that the force applied to the hollow fiber membrane is increased and the risk of breakage is high. is there.
JP 2004-188252 A JP 2000-197884 A JP 2005-13992 A

本発明の課題は、膜の洗浄効果が高い膜ろ過システムの洗浄方法を提供することである。   The subject of this invention is providing the washing | cleaning method of the membrane filtration system with the high washing | cleaning effect of a membrane.

鋭意研究した結果、膜破断検知試験後、1次側の空気抜き工程を行ったとき、中空糸膜の内側(1次側)を通流させる原水の通流方法を工夫する事により、中空糸膜内面に付着する懸濁物質を効果的に除去できることを見出した。
すなわち、本発明は、中空糸膜を備えた膜モジュールと、原水を前記膜モジュールに供給する原水供給手段と、前記中空糸膜の膜破断を検知する膜破断検知手段とを備えた内圧式の膜ろ過システムの洗浄方法において、中空糸膜の逆洗工程と、前記逆洗工程に引き続いて中空糸膜の内側に気体を導入した上で中空糸膜の破断を検知する膜破断検知工程と、前記膜破断検知工程に引き続き前記中空糸膜内側に液体を通流させる空気抜き工程とを含み前記空気抜き工程は、前記中空糸膜の長手方向の一方端から他方端へ液体を通流させる第1空気抜き工程と、前記中空糸膜の長手方向の前記他方端から前記一方端へ液体を通流させる第2空気抜き工程とを、交互に行う空気抜き工程であることを特徴とする。
As a result of earnest research, the hollow fiber membrane was devised by devising the flow method of the raw water that causes the inside (primary side) of the hollow fiber membrane to flow when the primary side air venting step is performed after the membrane break detection test. It has been found that suspended substances adhering to the inner surface can be effectively removed.
That is, the present invention is an internal pressure type comprising a membrane module having a hollow fiber membrane, a raw water supply means for supplying raw water to the membrane module, and a membrane breakage detecting means for detecting a membrane breakage of the hollow fiber membrane. In the washing method of the membrane filtration system, a backwashing step of the hollow fiber membrane, a membrane breakage detecting step of detecting a breakage of the hollow fiber membrane after introducing gas into the hollow fiber membrane following the backwashing step, An air venting step for allowing a liquid to flow inside the hollow fiber membrane following the membrane breakage detecting step, wherein the air venting step causes the liquid to flow from one end to the other end in the longitudinal direction of the hollow fiber membrane. It is an air venting process in which an air venting process and a second air venting process in which a liquid is allowed to flow from the other end in the longitudinal direction of the hollow fiber membrane to the one end are alternately performed.

また、本発明の一形態として、請求項1の前記空気抜き工程において、薬品を添加された液体を中空糸膜の内側に通流させることを特徴とする(請求項2)。薬品としては、次亜塩素酸ナトリウム溶液などの酸化剤、塩酸や硫酸などの無機酸、クエン酸などの有機酸、水酸化ナトリウムなどのアルカリ性溶液等の薬品が用いられる。
また、本発明の一形態として、請求項2における前記空気抜き工程後のろ過工程において、ろ過開始から所定時間までのろ過水を廃棄することを特徴とする(請求項3)。
Moreover, as one form of this invention, in the said air venting process of Claim 1, the liquid to which the chemical | medical agent was added is made to flow through the inner side of a hollow fiber membrane (Claim 2). As the chemical, an oxidizing agent such as a sodium hypochlorite solution, an inorganic acid such as hydrochloric acid or sulfuric acid, an organic acid such as citric acid, or an alkaline solution such as sodium hydroxide is used.
Moreover, as one form of this invention, in the filtration process after the said air venting process in Claim 2, the filtered water from the filtration start to predetermined time is discarded (Claim 3).

また、本発明の一形態として、請求項1ないし3のいずれか1項の前記膜破断検知工程の直前に行う前記逆洗工程は、少なくとも下記(1)および(2)の工程を含み、下記(1)および(2)の工程を交互に行うことを特徴とする(請求項4)。
(1)前記中空糸膜の内側について、一方端から他方端へ液体を通流させる工程。
(2)前記中空糸膜の内側について、前記他方端から前記一方端へ液体を通流させる工程。
また、本発明の一形態として、請求項4の前記逆洗工程において、薬品を添加された液体を中空糸膜の外側に通流させることを特徴とする(請求項5)。薬品としては、次亜塩素酸ナトリウム溶液などの酸化剤、塩酸や硫酸などの無機酸、クエン酸などの有機酸、水酸化ナトリウムなどのアルカリ性溶液等の薬品が用いられる。
Moreover, as one aspect of the present invention, the backwashing step performed immediately before the film breakage detection step according to any one of claims 1 to 3 includes at least the following steps (1) and (2): The steps (1) and (2) are performed alternately (claim 4).
(1) A step of allowing liquid to flow from one end to the other end of the hollow fiber membrane.
(2) A step of allowing a liquid to flow from the other end to the one end on the inner side of the hollow fiber membrane.
Moreover, as one form of this invention, in the said backwashing process of Claim 4, the liquid to which the chemical | medical agent was added is made to flow through the outer side of a hollow fiber membrane (Claim 5). As the chemical, an oxidizing agent such as a sodium hypochlorite solution, an inorganic acid such as hydrochloric acid or sulfuric acid, an organic acid such as citric acid, or an alkaline solution such as sodium hydroxide is used.

上記発明によれば、空気抜き工程初期には、空気抜き工程の前に行われた膜破断検知工程により導入された気体が中空糸膜内側にある。そして、空気抜き工程で液体を中空糸膜内側に通流することで前記気体と前記液体の複合物が中空糸膜内側を通流する。この際、液体の通流方向を交互に逆に切替えることで中空糸膜内側に付着した懸濁物質を遊離させる。膜破断検知工程により導入された気体が中空糸膜内側にある状態で、空気抜き工程を行うこととしたので、別途、中空糸膜内側に空気を導入する動作をすることなく中空糸膜内側を洗浄することができる。そして、本発明は、膜モジュールを1本の膜エレメントで形成する場合のみならず、前記膜モジュールを複数の膜エレメントから構成し、この膜エレメントを直列に複数本並べて設置する場合に特に効果的である。膜エレメント間に空気が滞留しやすいからである。そして、膜エレメント1個1個を小さくできるので、持ち運びが容易になり、メンテナンス性が向上でき、大規模な膜ろ過システムを構築し易くなる効果もある。   According to the above invention, at the initial stage of the air venting process, the gas introduced by the film breakage detecting process performed before the air venting process is inside the hollow fiber membrane. And the compound of the said gas and the said liquid flows through the inside of a hollow fiber membrane by flowing a liquid inside a hollow fiber membrane at an air venting process. At this time, the suspended substance adhering to the inside of the hollow fiber membrane is released by alternately switching the flow direction of the liquid. Since the air venting process was performed while the gas introduced by the membrane breakage detection process was inside the hollow fiber membrane, the inside of the hollow fiber membrane was separately cleaned without the operation of introducing air into the hollow fiber membrane. can do. The present invention is particularly effective not only when the membrane module is formed of one membrane element, but also when the membrane module is composed of a plurality of membrane elements and a plurality of the membrane elements are arranged in series. It is. This is because air tends to stay between the membrane elements. And since each membrane element can be made small, it is easy to carry, maintainability can be improved, and it is easy to construct a large-scale membrane filtration system.

また、請求項2の発明によれば、空気抜き工程において、薬品を添加された液体を用いることで、中空糸膜内側に付着した懸濁物質を遊離させる効果を向上させ、空気抜き工程以降に行われるろ過工程の前に膜モジュールを殺菌できる。
また、請求項3の発明によれば、空気抜き工程時に通流する液体に薬品が添加されている場合、空気工程後のろ過工程において、濾過開始から所定時間までのろ過水を分岐させる制御手段と弁および配管を膜ろ過システムに備えておき、薬品の溶解したろ過水を廃棄するようにすれば、膜ろ過システムで生産されるろ過水に薬品が混入することを防止でき、安全なろ過水を供給できる。
Moreover, according to invention of Claim 2, the effect which liberates the suspended solid adhering to the inside of a hollow fiber membrane is improved by using the liquid which added the chemical | medical agent in an air venting process, and it is performed after an air venting process. The membrane module can be sterilized before the filtration step.
According to the invention of claim 3, when chemicals are added to the liquid that flows during the air venting process, the control means for branching the filtered water from the start of filtration to a predetermined time in the filtration process after the air process; By installing a valve and piping in the membrane filtration system and discarding the filtered water in which the chemicals are dissolved, it is possible to prevent chemicals from entering the filtered water produced by the membrane filtration system, and to supply safe filtered water. Can supply.

また、請求項1ないし3のいずれか1項の発明において、膜破断検知工程の直前に行う逆洗工程で、液体の通流方向を切替えると共に圧力変動も与えられるので、中空糸膜に付着した懸濁物質をより効果的に除去できる。
また、逆洗工程において、薬品を添加された液体を用いることで、中空糸膜内側に付着した懸濁物質を遊離させる効果を向上させ、逆洗工程後の膜破断検知工程の膜破断検知能力を向上させる。なぜならば、膜破断検知工程では中空糸膜内側から加圧するため、中空糸膜内側に懸濁物質が残留していると、破損してできた中空糸膜の孔に懸濁物質が接着して前記破損孔を閉塞させ、見かけ上中空糸膜が破損していないと誤判定される恐れがあるからである。
Further, in the invention according to any one of claims 1 to 3, in the backwashing step performed immediately before the membrane breakage detecting step, the flow direction of the liquid is switched and the pressure fluctuation is also given, so that it adheres to the hollow fiber membrane. Suspended substances can be removed more effectively.
Also, in the backwashing process, by using a liquid to which chemicals are added, the effect of releasing suspended substances adhering to the inside of the hollow fiber membrane is improved, and the membrane breakage detection capability of the membrane breakage detection process after the backwashing process To improve. This is because in the membrane breakage detection step, pressure is applied from the inside of the hollow fiber membrane, so that if the suspended material remains inside the hollow fiber membrane, the suspended material adheres to the hole in the hollow fiber membrane that has been damaged. This is because the broken hole is blocked, and it may be erroneously determined that the hollow fiber membrane is not broken.

以下に、膜ろ過システムの洗浄方法を適用した実施例について具体的に説明する。   Below, the Example which applied the washing | cleaning method of a membrane filtration system is described concretely.

図1に、本発明の実施例1にかかる膜ろ過システムの概略構成図を示す。 まず、装置構成について説明する。
原水タンク8には、圧力容器6の両端へ接続する配管が配設されており、その配管の途中に設置したろ過ポンプ7より原水タンク側に弁15を備え、ろ過ポンプ7と圧力容器6の両端とのそれぞれの間に弁16、17を備えている。
In FIG. 1, the schematic block diagram of the membrane filtration system concerning Example 1 of this invention is shown. First, the apparatus configuration will be described.
The raw water tank 8 is provided with piping connected to both ends of the pressure vessel 6. The raw water tank is provided with a valve 15 on the raw water tank side from the filtration pump 7 installed in the middle of the piping, and the filtration pump 7 and the pressure vessel 6 are connected to each other. Valves 16 and 17 are provided between both ends.

圧力容器6内には、膜エレメント1が少なくとも1つ備えられている。ろ過処理量を増加させるために膜エレメントを複数直列に接続してもよい。図2に、膜エレメントのA−A断面の矢視図を示す。膜エレメントは、図を解りやすくするために中空糸膜を少数しか記載していないが、実際は、例えば、数千本の中空糸膜を束ねたものである。膜モジュールは、膜エレメントを圧力容器6内に納めたもののことである。原水が通流する圧力容器6の両端は、中空糸膜の内側を通して連通している。膜エレメントにおいて、接着層4は、中空糸膜の両端を保持すると共に、原水とろ過水を隔離している。中空糸膜2の両端の接着層4で囲まれ、かつ、中空糸膜の外側3の空間は、ろ過水が通流する。膜モジュールは、垂直方向に設置しても、水平方向に設置してもよい。
At least one membrane element 1 is provided in the pressure vessel 6. A plurality of membrane elements may be connected in series in order to increase the filtration throughput. In FIG. 2 , the arrow view of the AA cross section of a membrane element is shown. The membrane element describes only a few hollow fiber membranes for easy understanding of the figure, but actually, for example, it is a bundle of thousands of hollow fiber membranes. The membrane module is a membrane element housed in a pressure vessel 6. Both ends of the pressure vessel 6 through which raw water flows are in communication through the inside of the hollow fiber membrane. In the membrane element, the adhesive layer 4 holds both ends of the hollow fiber membrane and isolates raw water and filtered water. Filtrated water flows through the space 3 surrounded by the adhesive layers 4 at both ends of the hollow fiber membrane 2 and outside the hollow fiber membrane 3. The membrane module may be installed vertically or horizontally.

ろ過水は、集水管5を通り、膜モジュールから排出される。圧力容器6の両端の集水管5から延設した配管には、それぞれ弁18と弁19を備え、弁18,19から延設した両配管は集約されてろ過水タンク10に接続されている。前記集約部分からろ過水タンク10の間の配管には、弁22と、逆洗ポンプ9と、弁21とを順に設置している。弁19と弁22の間の配管からろ過水タンク10の上部空間へ接続する配管には、弁20を備えている。   The filtered water passes through the water collecting pipe 5 and is discharged from the membrane module. The pipes extending from the water collecting pipes 5 at both ends of the pressure vessel 6 are each provided with a valve 18 and a valve 19, and both pipes extended from the valves 18 and 19 are collected and connected to the filtrate water tank 10. A valve 22, a backwash pump 9, and a valve 21 are sequentially installed in the pipe between the aggregated portion and the filtrate water tank 10. The pipe connected to the upper space of the filtrate water tank 10 from the pipe between the valve 19 and the valve 22 is provided with a valve 20.

圧力容器6の端の集水管5から弁19まで延設した配管の間には、大気開放できる配管と弁34を備えている。圧力容器6の両端上部から延設した両配管には弁23,24が備えられ、この両配管を集約した配管に弁25が備えられている。
圧力容器6の端で上向きに配向しており大気開放できる配管と弁31が備えてある。さらに、弁31と接続している圧力容器6の反対側の端には、下向きに配向した配管と弁32を備えている。
Between the pipe extending from the water collecting pipe 5 at the end of the pressure vessel 6 to the valve 19, a pipe that can be opened to the atmosphere and a valve 34 are provided. Both pipes extending from the upper ends of both ends of the pressure vessel 6 are provided with valves 23 and 24, and a valve 25 is provided on a pipe obtained by integrating both pipes.
A pipe 31 and a valve 31 which are oriented upward at the end of the pressure vessel 6 and can be opened to the atmosphere are provided. Further, a pipe and a valve 32 oriented downward are provided at the opposite end of the pressure vessel 6 connected to the valve 31.

圧力容器6の端に連通した配管にコンプレッサ13と、減圧弁37と、弁33を備えている。
ろ過ポンプ7と圧力容器6の間の配管に薬品を注入するために、薬品タンク12から配管が接続され、その配管に弁26と、薬品ポンプ11と、弁27が順に備えられている。さらに、薬品ポンプ11と、弁27との間の配管から分岐して、弁35を経由して逆洗ポンプ9と弁22との間の配管に接続している。
A pipe communicating with the end of the pressure vessel 6 includes a compressor 13, a pressure reducing valve 37, and a valve 33.
In order to inject the chemical into the pipe between the filtration pump 7 and the pressure vessel 6, a pipe is connected from the chemical tank 12, and the valve 26, the chemical pump 11, and the valve 27 are sequentially provided in the pipe. Furthermore, it branches from the piping between the chemical pump 11 and the valve 27, and is connected to the piping between the backwash pump 9 and the valve 22 via the valve 35.

圧力容器6の両端から延設された後集約した配管から分岐して、排水処理タンク14の上部空間に連通した配管に弁28を備えている。排水処理タンク14は、内部が網で分割されており、網を通過しない物質は、弁30を備える配管から外部に排出できる。網を通過できた液体は、弁29を備える配管を通流して、ろ過ポンプ7と弁15の間の配管に通流できるように配管が接続されている。   A valve 28 is provided in the pipe that extends from both ends of the pressure vessel 6 and branches from the pipe that is aggregated and communicates with the upper space of the waste water treatment tank 14. The inside of the waste water treatment tank 14 is divided by a net, and substances that do not pass through the net can be discharged to the outside from a pipe provided with the valve 30. The pipes are connected so that the liquid that has passed through the net flows through the pipe provided with the valve 29 and can pass through the pipe between the filtration pump 7 and the valve 15.

また、弁18から弁20の間、かつ、弁19から弁20の間にあたる部分の配管からろ過水を本装置外部に排出できる配管を分岐させて、弁26を備えている。
次に、膜ろ過システムのろ過手順から膜の洗浄方法について、順を追って説明する。
まず、ろ過工程と、中空糸膜の内側および外側が液体に接触している状態で中空糸膜2の外側から内側に向けて圧力をかける逆洗工程とを所定回数繰り返して、ろ過水を得る。
より詳細には、ろ過工程時は、弁15,16,17,18,19,20を開け、その他の弁は閉じ、ろ過ポンプ7を動かし、原水を膜モジュールで全量ろ過する(図3参照)。ろ過工程の終了判断は、予め所定の継続時間を決める。例えば、上水処理の場合、ろ過工程を数分〜数時間行う。
ろ過工程後、逆洗工程を行う。逆洗工程は、ろ過ポンプ7を停止後、弁18,19,21,22,23,24,25を開け、それ以外の弁は閉じた状態で逆洗ポンプ9を運転する(図4参照)。
Further, a valve 26 is provided by branching a pipe capable of discharging filtrate from the valve between the valve 18 and the valve 20 and between the valve 19 and the valve 20.
Next, the membrane cleaning method from the filtration procedure of the membrane filtration system will be described step by step.
First, filtered water is obtained by repeating a filtration step and a backwashing step in which pressure is applied from the outside to the inside of the hollow fiber membrane 2 in a state where the inside and outside of the hollow fiber membrane are in contact with the liquid to obtain filtered water. .
More specifically, during the filtration process, the valves 15, 16, 17, 18, 19, 20 are opened, the other valves are closed, the filtration pump 7 is operated, and the whole amount of raw water is filtered through the membrane module (see FIG. 3). . The end of the filtration step is determined in advance for a predetermined duration. For example, in the case of water treatment, the filtration step is performed for several minutes to several hours.
A backwashing process is performed after a filtration process. In the backwashing process, after the filtration pump 7 is stopped, the valves 18, 19, 21, 22, 23, 24, and 25 are opened, and the other valves are closed and the backwash pump 9 is operated (see FIG. 4). .

前記逆洗工程の別の態様として、少なくとも下記(1)および(2)の工程を含み、下記(1)および(2)の工程を交互に行うことがより望ましい(図5,6参照)。
(1)前記中空糸膜の内側について、一方端から他方端へ液体を通流させる工程。
(2)前記中空糸膜の内側について、前記他方端から前記一方端へ液体を通流させる工程。
As another aspect of the backwashing step, it is more preferable to include at least the following steps (1) and (2) and alternately perform the following steps (1) and (2) (see FIGS. 5 and 6).
(1) A step of allowing liquid to flow from one end to the other end of the hollow fiber membrane.
(2) A step of allowing a liquid to flow from the other end to the one end on the inner side of the hollow fiber membrane.

すなわち、弁21,22,18,24,25を開け、その他の弁を閉じ、逆洗ポンプ9を動かし、ろ過水を膜エレメントの2次側(外側)から1次側(内側)に通流させて逆洗し、続いて、弁21,22,19,23,25を開け、その他の弁を閉じ、逆洗ポンプ9を動かし、ろ過水を膜エレメントの2次側(外側)から1次側(内側)に通流させて逆洗する動作を繰り返す。   That is, the valves 21, 22, 18, 24, and 25 are opened, the other valves are closed, the backwash pump 9 is moved, and the filtered water flows from the secondary side (outside) to the primary side (inside) of the membrane element. And then back-opening the valves 21, 22, 19, 23, 25, closing the other valves, moving the back-wash pump 9 and passing the filtered water from the secondary side (outside) of the membrane element to the primary. Repeat the backwashing operation by letting it flow to the side (inside).

このような上記ろ過工程と逆洗工程を繰り返してろ過水を得る。
また、上記ろ過工程と逆洗工程を繰り返す過程で、ろ過工程の膜差圧が所定値(以下、薬品洗浄膜差圧値と記す)を超えた場合、中空糸膜に付着した懸濁物質を除去させる薬品を中空糸膜の外側を通流する液体に添加する薬品添加逆洗工程を実施することが望ましい(図4,5,6参照)。または、上記薬品添加逆洗工程を予め定めた期間毎に実施することが望ましい。より詳細には、図4,5,6において、弁26を開け、薬品ポンプ11を動かし、薬品をろ過水中に添加する。使用する薬品は、中空糸膜の薬品耐性にもよるが、例えば、次亜塩素酸ナトリウム溶液(有効塩素濃度120,000mg/L以上)、無機酸(47%(w/v)硫酸など)、クエン酸(100,000mg/L)、アルカリ(20%(w/v)水酸化ナトリウムなど)などを使用することが望ましい。前記薬品は、流路内で希釈されて、例えば、次亜塩素酸ナトリウム溶液(有効塩素濃度10〜1000mg/L)、無機酸(硫酸など。pH2〜4)、クエン酸(10〜10,000mg/L)、アルカリ(水酸化ナトリウムなど。pH8〜12)になるように薬品注入量を事前に検討の上で所望の量を添加することが望ましい。
Such filtration step and backwashing step are repeated to obtain filtered water.
In the process of repeating the filtration step and the backwashing step, when the membrane differential pressure in the filtration step exceeds a predetermined value (hereinafter referred to as a chemical washing membrane differential pressure value), suspended substances adhering to the hollow fiber membrane are removed. It is desirable to carry out a chemical addition backwashing step in which the chemical to be removed is added to the liquid flowing outside the hollow fiber membrane (see FIGS. 4, 5 and 6). Or it is desirable to implement the said chemical | medical agent addition backwashing process for every predetermined period. More specifically, in FIGS. 4, 5, and 6, the valve 26 is opened, the chemical pump 11 is moved, and the chemical is added to the filtered water. The chemical used depends on the chemical resistance of the hollow fiber membrane. For example, a sodium hypochlorite solution (effective chlorine concentration of 120,000 mg / L or more), an inorganic acid (47% (w / v) sulfuric acid, etc.), It is desirable to use citric acid (100,000 mg / L), alkali (20% (w / v) sodium hydroxide, etc.) and the like. The said chemical | medical agent is diluted in a flow path, for example, a sodium hypochlorite solution (effective chlorine concentration 10-1000 mg / L), an inorganic acid (sulfuric acid etc., pH 2-4), a citric acid (10-10,000 mg). / L) and alkali (sodium hydroxide, etc., pH 8-12), it is desirable to add a desired amount after considering the amount of chemical injection in advance.

次に、膜破断検知工程を行う。なお、膜破断検知工程を行う前の逆洗工程は、上記薬品添加を行うことがより望ましい。
以下に膜破断検知工程の手順を説明する。弁31,32を開き、他の弁は閉じた状態にし、膜モジュールの原水側を排水する。排水後は、弁18,19,20,34を開け、他の弁は閉じた状態にし、膜モジュールの原水側(中空糸膜の内側に連通する部分)の圧力が安定した後、弁34を閉じる。次に、弁33を開け、コンプレッサ13を作動させて、膜モジュールの原水側を減圧弁37で設定した所定圧力まで加圧後、弁33を閉じる。膜モジュールの原水側の圧力を継続的に測定し、所定時間内にこの圧力が予め定めた閾値圧力以下になった場合、膜が破断していると判断して警報を発信する。
Next, a film breakage detection step is performed. In addition, as for the backwashing process before performing a film | membrane breaking detection process, it is more desirable to perform the said chemical | medical agent addition.
The procedure of the film break detection process will be described below. The valves 31 and 32 are opened, the other valves are closed, and the raw water side of the membrane module is drained. After draining, the valves 18, 19, 20, 34 are opened, the other valves are closed, and after the pressure on the raw water side of the membrane module (the portion communicating with the inside of the hollow fiber membrane) is stabilized, the valve 34 is close up. Next, the valve 33 is opened and the compressor 13 is operated to pressurize the raw water side of the membrane module to a predetermined pressure set by the pressure reducing valve 37 and then close the valve 33. The pressure on the raw water side of the membrane module is continuously measured, and if this pressure falls below a predetermined threshold pressure within a predetermined time, it is determined that the membrane is broken and an alarm is issued.

膜破断検知工程として、前記圧力保持試験の代わりに、拡散流量試験を行っても良い。具体的には、弁18,19,20,33を開け、予め減圧弁37を所定圧力に設定しておき、コンプレッサ13を動作させ、膜モジュールの原水側の圧力を一定に維持させる。所定時間内に弁20から流出する水量を、図示していない流量計で測定する。
膜破断検知工程終了時には、弁31,34,18,19,20を開け、その他の弁を閉じ、装置内の圧力を大気圧に戻す。
As the film breakage detection step, a diffusion flow rate test may be performed instead of the pressure holding test. Specifically, the valves 18, 19, 20, 33 are opened, the pressure reducing valve 37 is set to a predetermined pressure in advance, the compressor 13 is operated, and the pressure on the raw water side of the membrane module is kept constant. The amount of water flowing out from the valve 20 within a predetermined time is measured with a flow meter (not shown).
At the end of the membrane rupture detection step, the valves 31, 34, 18, 19, 20 are opened, the other valves are closed, and the pressure in the apparatus is returned to atmospheric pressure.

そして、前記膜破断検知工程に引き続き前記中空糸膜内側に液体を通流させる空気抜き工程であって、前記中空糸膜の長手方向の一方端から他方端へ液体を通流させる第1空気抜き工程と、前記中空糸膜の長手方向の前記他方端から前記一方端へ液体を通流させる第2空気抜き工程とを、交互に行う空気抜き工程を実施する。
上記のように行うことで、中空糸膜2に付着していた懸濁物質を前記空気抜き工程時に除去できる。
A first air venting step for allowing the liquid to flow inside the hollow fiber membrane following the membrane breakage detecting step, wherein the liquid is allowed to flow from one end to the other end in the longitudinal direction of the hollow fiber membrane; Then, an air venting step is performed in which a second air venting step of allowing a liquid to flow from the other end in the longitudinal direction of the hollow fiber membrane to the one end is alternately performed.
By carrying out as described above, the suspended substances adhering to the hollow fiber membrane 2 can be removed during the air venting step.

より詳細には、第1空気抜き工程として、弁15,16,24,25を開け、他の弁は閉じた状態で、ろ過ポンプ7を高流速で運転し、中空糸膜の内側の一方端から他方端に原水を通過させる(図12参照)。一定時間継続したら、第2空気抜き工程として、弁15,17,23,25を開け、他の弁は閉じた状態で、ろ過ポンプ7を動かし、今後は前記他方端から前記一方端に水が通過するようにする(図13参照)。この動作により、膜の内側に付着し、通常の前記逆洗工程では落としきれなかった濁質を効果的に除去することができる。上記第1空気抜き工程を行う前に、弁15,16,17,23,24,25を開け、他の弁は閉じた状態で、ろ過ポンプ7を動かし、膜モジュールの両端を水で満たしてもよい(図11参照)。   More specifically, as the first air venting process, the valves 15, 16, 24, and 25 are opened, and the other valves are closed, and the filtration pump 7 is operated at a high flow rate to start from one end inside the hollow fiber membrane. The raw water is passed through the other end (see FIG. 12). After a certain period of time, as the second air venting process, the valves 15, 17, 23, 25 are opened, the other valves are closed, the filtration pump 7 is moved, and water passes from the other end to the one end in the future. (See FIG. 13). By this operation, it is possible to effectively remove the turbidity that adheres to the inside of the film and cannot be removed by the normal backwashing process. Before the first air venting step, the valves 15, 16, 17, 23, 24, 25 are opened, the other valves are closed, the filtration pump 7 is moved, and both ends of the membrane module are filled with water. Good (see FIG. 11).

また、空気抜き工程の際、殺菌効果のある薬品を中空糸膜の内側を通流する液体に添加することがさらに望ましい(図14,15参照)。殺菌効果のある薬品としては、次亜塩素酸溶液ナトリウム溶液が望ましい。
具体的には、弁16,24,28,29を開けて他の弁は閉じた状態、または、弁17,23,28,29を開けて他の弁は閉じた状態として、ろ過ポンプ7を所定時間動かし、排水処理タンク14を経由して循環する流れを維持すると共に、弁26,27を開け、薬品ポンプ11を駆動し、装置内を循環している水に薬品を添加し、前記循環する流れにより薬品濃度を均一化させる。前記薬品濃度に到達する必要量の薬品を注入後、薬品ポンプ11を停止すると共に、弁26,27を閉じる。薬品注入が終わった後も、ろ過ポンプ7を断続的、あるいは連続的に動かすことが望ましい。こうすることで、薬品が膜面の濁質と反応して、薬品濃度が低下する場合であっても薬品を含んだ水を循環させているので薬品濃度の局部的な低下を防ぐことができる。
In addition, it is more desirable to add a sterilizing chemical to the liquid flowing inside the hollow fiber membrane during the air venting process (see FIGS. 14 and 15). As a chemical having a sterilizing effect, a sodium hypochlorite solution is desirable.
Specifically, the filtration pump 7 is operated with the valves 16, 24, 28, 29 opened and other valves closed, or with the valves 17, 23, 28, 29 opened and other valves closed. It moves for a predetermined time, maintains the flow that circulates through the waste water treatment tank 14, opens the valves 26 and 27, drives the chemical pump 11, adds chemicals to the water circulating in the apparatus, and The chemical concentration is made uniform by the flow of After injecting the necessary amount of chemical to reach the chemical concentration, the chemical pump 11 is stopped and the valves 26 and 27 are closed. Even after the chemical injection is finished, it is desirable to move the filtration pump 7 intermittently or continuously. By doing this, even if the chemical reacts with the turbidity on the membrane surface and the chemical concentration is reduced, water containing the chemical is circulated, so a local decrease in the chemical concentration can be prevented. .

前記薬品を排水するときは、原水側とろ過水側を順に排水する。原水側の排水手順としては、弁15,16,17,23,24,28を開き、他は閉じた状態でろ過ポンプ7を動かし、原水側の薬品含有水を排出する(図17参照)。続いて、ろ過水側の排水手順としては、弁21,22,18,19,23,24,28を開き、他の弁は閉じた状態で逆洗ポンプ9を動かし、ろ過水側の薬品含有水を排出する(図17参照)。   When draining the chemicals, drain the raw water side and the filtered water side sequentially. As a drainage procedure on the raw water side, the valves 15, 16, 17, 23, 24, and 28 are opened, the others are closed, and the filtration pump 7 is operated to discharge the chemical-containing water on the raw water side (see FIG. 17). Subsequently, as a drainage procedure on the filtrate side, the valves 21, 22, 18, 19, 23, 24, and 28 are opened, and the backwash pump 9 is moved with the other valves closed, and the filtrate contains a chemical on the filtrate side. Water is discharged (see FIG. 17).

また、前記空気抜き工程(殺菌効果のある薬品を添加した場合も含む)後のろ過工程において、ろ過開始から所定時間までのろ過水を廃棄することがより望ましい(図18参照)。   Further, in the filtration step after the air venting step (including the case where a chemical having a bactericidal effect is added), it is more desirable to discard filtered water from the start of filtration to a predetermined time (see FIG. 18).

本発明の実施例1にかかる膜ろ過システムの概略構成図。1 is a schematic configuration diagram of a membrane filtration system according to Example 1 of the present invention. 図1および2における膜エレメントのA−A断面の矢視図。The arrow line view of the AA cross section of the membrane element in FIG. 本発明の実施例1におけるろ過工程時の物質の流れを示す図。The figure which shows the flow of the substance at the time of the filtration process in Example 1 of this invention. 本発明の実施例1における逆洗工程時の物質の流れを示す図。The figure which shows the flow of the substance at the time of the backwashing process in Example 1 of this invention. 本発明の実施例1における逆洗工程時の物質の流れを示す図。The figure which shows the flow of the substance at the time of the backwashing process in Example 1 of this invention. 本発明の実施例1における逆洗工程時の物質の流れを示す図。The figure which shows the flow of the substance at the time of the backwashing process in Example 1 of this invention. 本発明の実施例1における薬品添加した逆洗工程において、薬品を排出する際の物質の流れを示す図。The figure which shows the flow of the substance at the time of discharging | emitting a chemical | medical agent in the backwashing process which added the chemical | medical agent in Example 1 of this invention. 本発明の実施例1における膜破断検知工程時の物質の流れを示す図。The figure which shows the flow of the substance at the time of the film | membrane fracture | rupture detection process in Example 1 of this invention. 本発明の実施例1における膜破断検知工程時の物質の流れを示す図。The figure which shows the flow of the substance at the time of the film | membrane fracture | rupture detection process in Example 1 of this invention. 本発明の実施例1における膜破断検知工程時の物質の流れを示す図。The figure which shows the flow of the substance at the time of the film | membrane fracture | rupture detection process in Example 1 of this invention. 本発明の実施例1における空気抜き工程時の物質の流れを示す図。The figure which shows the flow of the substance at the time of the air venting process in Example 1 of this invention. 本発明の実施例1における空気抜き工程時の物質の流れを示す図。The figure which shows the flow of the substance at the time of the air venting process in Example 1 of this invention. 本発明の実施例1における空気抜き工程時の物質の流れを示す図。The figure which shows the flow of the substance at the time of the air venting process in Example 1 of this invention. 本発明の実施例1における薬品添加した空気抜き工程時の物質の流れを示す図。The figure which shows the flow of the substance at the time of the air venting process which added the chemical | medical agent in Example 1 of this invention. 本発明の実施例1における薬品添加した空気抜き工程時の物質の流れを示す図。The figure which shows the flow of the substance at the time of the air venting process which added the chemical | medical agent in Example 1 of this invention. 本発明の実施例1における薬品添加した空気抜き工程において、原水側の薬品含有水を排出する際の物質の流れを示す図。The figure which shows the flow of the substance at the time of discharging | emitting the chemical-containing water by the side of raw | natural water in the air venting process which added the chemical | medical agent in Example 1 of this invention. 本発明の実施例1における薬品添加した空気抜き工程において、ろ過水側の薬品含有水を排出する際の物質の流れを示す図。The figure which shows the flow of the substance at the time of discharging | emitting the chemical-containing water by the side of filtered water in the air venting process which added the chemical | medical agent in Example 1 of this invention. 本発明の実施例1におけるろ過工程初期にろ過水を廃棄する際の物質の流れを示す図。The figure which shows the flow of the substance at the time of discarding filtered water in the filtration process initial stage in Example 1 of this invention.

符号の説明Explanation of symbols

1 膜エレメント
2 中空糸膜
3 中空糸膜の外側
4 接着層
5 集水管
6 圧力容器(圧力容器に膜エレメントを格納した状態を膜モジュールと呼ぶ)
7 ろ過ポンプ
8 原水タンク
9 逆洗ポンプ
10 ろ過水タンク
11 薬品ポンプ
12 薬品タンク
13 コンプレッサ
14 排水処理タンク(汚泥除去・中和・還元処理するタンクである)
15〜36 弁
37 減圧弁
DESCRIPTION OF SYMBOLS 1 Membrane element 2 Hollow fiber membrane 3 Outside of hollow fiber membrane 4 Adhesive layer 5 Water collecting pipe 6 Pressure vessel (The state where the membrane element is stored in the pressure vessel is called a membrane module)
7 Filtration pump 8 Raw water tank 9 Backwash pump 10 Filtration water tank 11 Chemical pump 12 Chemical tank 13 Compressor 14 Wastewater treatment tank (Sludge removal / neutralization / reduction treatment tank)
15 to 36 Valve 37 Pressure reducing valve

Claims (5)

中空糸膜を備えた膜モジュールと、原水を前記膜モジュールに供給する原水供給手段と、前記中空糸膜の膜破断を検知する膜破断検知手段とを備えた内圧式の膜ろ過システムの洗浄方法において、
中空糸膜の逆洗工程と、
前記逆洗工程に引き続いて中空糸膜の内側に気体を導入した上で中空糸膜の破断を検知する膜破断検知工程と、
前記膜破断検知工程に引き続き前記中空糸膜内側に液体を通流させる空気抜き工程とを含み
前記空気抜き工程は、前記中空糸膜の長手方向の一方端から他方端へ液体を通流させる第1空気抜き工程と、前記中空糸膜の長手方向の前記他方端から前記一方端へ液体を通流させる第2空気抜き工程とを、交互に行う空気抜き工程であることを特徴とする膜ろ過システムの洗浄方法。
Method of cleaning an internal pressure type membrane filtration system comprising a membrane module having a hollow fiber membrane, raw water supply means for supplying raw water to the membrane module, and membrane breakage detecting means for detecting membrane breakage of the hollow fiber membrane In
A back washing process of the hollow fiber membrane;
A membrane breakage detecting step for detecting a breakage of the hollow fiber membrane after introducing gas into the inside of the hollow fiber membrane following the backwashing step,
An air venting step for allowing liquid to flow inside the hollow fiber membrane following the membrane breakage detection step,
The air vent step, through a first air vent step from the longitudinal one end to flow through the liquid to the other end, the liquid to the one end in the longitudinal direction of the other end of the pre-Symbol hollow fiber membrane of the hollow fiber membrane A method for cleaning a membrane filtration system, wherein the second air venting step is an air venting step that is alternately performed.
前記空気抜き工程おいて、薬品を添加された液体を中空糸膜の内側に通流させることを特徴とする請求項1に記載の膜ろ過システムの洗浄方法。 Oite the air venting step, membrane filtration system cleaning method according to claim 1, characterized in that flow through the added chemicals liquid inside the hollow fiber membrane. 前記空気抜き工程後のろ過工程において、ろ過開始から所定時間までのろ過水を廃棄することを特徴とする請求項2に記載の膜ろ過システムの洗浄方法。   The method for cleaning a membrane filtration system according to claim 2, wherein in the filtration step after the air venting step, the filtered water from the start of filtration to a predetermined time is discarded. 前記膜破断検知工程の直前に行う前記逆洗工程は、少なくとも下記(1)および(2)の工程を含み、下記(1)および(2)の工程を交互に行うことを特徴とする請求項1ないし3のいずれか1項に記載の膜ろ過システムの洗浄方法。
(1)前記中空糸膜の内側について、一方端から他方端へ液体を通流させる工程。
(2)前記中空糸膜の内側について、前記他方端から前記一方端へ液体を通流させる工程。
The backwashing step performed immediately before the film breakage detection step includes at least the following steps (1) and (2), and the following steps (1) and (2) are alternately performed. The method for cleaning a membrane filtration system according to any one of 1 to 3.
(1) A step of allowing liquid to flow from one end to the other end of the hollow fiber membrane.
(2) A step of allowing a liquid to flow from the other end to the one end on the inner side of the hollow fiber membrane.
前記逆洗工程において、薬品を添加された液体を中空糸膜の外側に通流させることを特徴とする請求項4に記載の膜ろ過システムの洗浄方法。   5. The membrane filtration system cleaning method according to claim 4, wherein in the backwashing step, a liquid to which a chemical is added is allowed to flow outside the hollow fiber membrane.
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