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JP2011031245A - Membrane filtration system - Google Patents

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JP2011031245A
JP2011031245A JP2010254723A JP2010254723A JP2011031245A JP 2011031245 A JP2011031245 A JP 2011031245A JP 2010254723 A JP2010254723 A JP 2010254723A JP 2010254723 A JP2010254723 A JP 2010254723A JP 2011031245 A JP2011031245 A JP 2011031245A
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water
membrane
washing
filtration system
cleaning
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Inventor
Takeshi Matsushiro
武士 松代
Hiroyuki Tokimoto
寛幸 時本
Hideji Seki
秀司 関
Koichi Nakagawa
浩一 中川
Shojiro Tamaki
省二郎 環
Masahiko Tsutsumi
正彦 堤
Takumi Obara
卓巳 小原
Yasuhiko Nagamori
泰彦 永森
Ryoichi Arimura
良一 有村
Nobuyuki Ashikaga
伸行 足利
Masanaga Niiyama
雅永 新山
Katsuhiko Tsukamoto
勝彦 塚本
Yoshiyuki Fukano
良之 深野
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Toshiba Corp
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Toshiba Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To allow a membrane differential pressure to be more effectively reduced by carrying out a plurality times of short time washing. <P>SOLUTION: A membrane filtration system includes: a raw water tank 1 for temporarily storing raw water; a membrane module 2 for filtering the raw water; a raw water pump 3 for supplying the raw water in the raw water tank to the membrane module; a treatment water tank 4 for storing treatment water filtered by the membrane module; a compressor 5 for supplying pressurized air into the membrane module; a back washing water pump 6 for supplying the treated water to the membrane module as washing water; and a washing water tank 9 for introducing to store a part of the treated water stored in the treated water tank as washing water. In the membrane filtration system, a membrane module washing process combines ordinary physical washing with hot water washing a where water having temperature higher than that of ordinary washing water is reversely passed through at a periodic frequency and raw water rinsing where the raw water is supplied to the membrane module after the hot water washing. <P>COPYRIGHT: (C)2011,JPO&amp;INPIT

Description

本発明は、例えば表流水,地下水等の淡水、雨水貯水,産業廃水,下水等の汚水、バラスト水等の海水の水処理に適した膜ろ過システムに関する。   The present invention relates to a membrane filtration system suitable for water treatment of seawater such as fresh water such as surface water, groundwater, rainwater storage, industrial wastewater, sewage, and ballast water.

従来、水処理分野において、原水(例えば、表流水,地下水等の淡水、雨水貯水,産業廃水,下水等の汚水、バラスト水等の海水)をろ過して、生活用水、工業用水、農業用水を得る方法として、例えば、精密ろ過膜、限外ろ過膜、ナノろ過膜、逆浸透膜が用いられている。   Conventionally, in the field of water treatment, raw water (for example, fresh water such as surface water, groundwater, rainwater storage water, industrial wastewater, sewage such as sewage, seawater such as ballast water) is filtered and used for domestic water, industrial water, and agricultural water. As a method of obtaining, for example, a microfiltration membrane, an ultrafiltration membrane, a nanofiltration membrane, or a reverse osmosis membrane is used.

膜は、原水中の微生物、藻類、粘土等の固形分に対して高い分離性能を有しており、水処理分野での適用が拡大している。近年では、膜の素材として親水性材料を用いるのが一般的である。また、疎水性材料を用いる場合でも、膜面を重クロム酸カリの硫酸溶液等で親水化処理することで、ろ過性能を向上させることが検討されている(例えば、特許文献1参照)。   The membrane has a high separation performance with respect to solids such as microorganisms, algae, and clay in the raw water, and its application in the water treatment field is expanding. In recent years, it is common to use a hydrophilic material as the material of the membrane. Even when a hydrophobic material is used, it has been studied to improve the filtration performance by hydrophilizing the membrane surface with a sulfuric acid solution of potassium dichromate or the like (see, for example, Patent Document 1).

しかしながら、膜は、継続的に原水を通水することによって、膜外表面や膜孔内に原水中の溶質が堆積してろ過抵抗が増加し、ろ過性能が低下することがある。   However, when the raw water is continuously passed through the membrane, the solute in the raw water accumulates on the outer surface of the membrane or in the pores of the membrane, and the filtration resistance may increase and the filtration performance may deteriorate.

そこで、このような膜ろ過システムでは、予め設定された周期、あるいは膜が所定の差圧上昇を示した時点で、ろ過した処理水や圧縮空気等による物理洗浄を行い、膜外表面や膜孔内の付着物のうち、可逆的なものを取り除いている。   Therefore, in such a membrane filtration system, physical cleaning with filtered treated water or compressed air is performed at a preset cycle or when the membrane shows a predetermined differential pressure increase, and the membrane outer surface or membrane pores Of the deposits inside, reversible ones are removed.

一方、膜外表面や膜孔内には、このような物理洗浄で除去し難い付着物が徐々に蓄積するため、膜差圧が予め設定されている上限値を越えた時点で、膜ろ過処理を停止して薬品洗浄を行い、物理洗浄で除去できなかった付着物を除去している。   On the other hand, deposits that are difficult to remove by such physical cleaning gradually accumulate on the outer surface of the membrane and in the membrane pores, so when the membrane differential pressure exceeds the preset upper limit value, membrane filtration treatment Is stopped and chemical cleaning is performed to remove deposits that could not be removed by physical cleaning.

そして、薬品洗浄を行っても、膜表面や内部等の付着物が取り除けなくなり、膜差圧の回復が認められなくなった場合、あるいは、膜の使用期間がある一定期間を超えた場合には、膜が寿命に達したと判断して交換を行っている。   And even if chemical cleaning is performed, it is impossible to remove deposits such as the membrane surface and inside, and recovery of the membrane differential pressure is not recognized, or when the usage period of the membrane exceeds a certain period, The membrane is replaced when it is judged that it has reached the end of its life.

特開平5−23553号公報JP-A-5-23553

このような膜ろ過システムでは、薬品洗浄、ろ過膜の交換等を行なうごとに、膜ろ過処理を停止しなければならない。このことから、薬品洗浄の頻度やろ過膜の交換頻度をなるべく少なくし、膜ろ過システムの稼働率を高くするとともに、薬品洗浄や膜交換に要するコストを低減する必要がある。   In such a membrane filtration system, the membrane filtration process must be stopped each time chemical cleaning, filtration membrane replacement, or the like is performed. For this reason, it is necessary to reduce the frequency of chemical cleaning and filtration membrane replacement as much as possible, increase the operating rate of the membrane filtration system, and reduce the cost required for chemical cleaning and membrane replacement.

本発明はこうした事情を考慮してなされたもので、処理水量を多くしてシステム稼働率を高くするとともに、薬品洗浄や膜交換に要する費用を低減させ、トータルのランニングコストを低減することができる膜ろ過システムを提供することを目的としている。   The present invention has been made in consideration of such circumstances, and can increase the amount of treated water to increase the system operating rate, reduce the cost required for chemical cleaning and membrane replacement, and reduce the total running cost. The object is to provide a membrane filtration system.

(1)本発明に係る膜ろ過システムは、原水を一時的に貯水する原水槽と、原水をろ過する膜モジュールと、原水槽の原水を膜モジュールに供給する原水ポンプと、膜モジュールでろ過された処理水を貯水する処理水槽と、膜モジュール内に加圧空気を供給するコンプレッサと、処理水を洗浄水として膜モジュールに供給する逆洗水ポンプと、処理水槽内に貯水された処理水の一部を洗浄水として導入して貯水する洗浄水槽とを備えた膜ろ過システムであり、膜モジュールの洗浄工程において、通常の物理洗浄に所定の頻度で通常の洗浄水よりも高い温度の水を逆通水する温水洗浄と、前記温水洗浄後に、前記膜モジュールに原水を供給する原水すすぎとを組み合わせることを特徴とする。   (1) A membrane filtration system according to the present invention is filtered by a raw water tank that temporarily stores raw water, a membrane module that filters raw water, a raw water pump that supplies raw water from the raw water tank to the membrane module, and a membrane module. Treated water tank for storing treated water, a compressor for supplying pressurized air into the membrane module, a backwash water pump for supplying treated water to the membrane module as washing water, and treated water stored in the treated water tank This is a membrane filtration system equipped with a washing water tank that introduces and stores a part of it as washing water. It is characterized by combining warm water cleaning for reverse water flow and raw water rinsing for supplying raw water to the membrane module after the hot water cleaning.

(2)本実施形態に係る膜ろ過システムは、上記(1)において、温水洗浄を、次の(2-1)〜(2-5)の時点で実施することを特徴とする。
(2-1) 1回の物理洗浄による膜差圧の回復値が一定値になった時点。
(2-2) 複数回の物理洗浄による膜差圧の回復値が一定値になった時点。
(2-3) 前回の物理洗浄終了後から、膜差圧の上昇値が一定値になった時点。
(2-4) 前回の温水洗浄終了後から、膜差圧の上昇値が一定値になった時点。
(2-5) 予め設定した膜差圧になった時点。
(2) The membrane filtration system according to the present embodiment is characterized in that in (1) above, the hot water cleaning is performed at the following times (2-1) to (2-5).
(2-1) When the recovery value of the membrane differential pressure by one physical cleaning becomes a constant value.
(2-2) When the recovery value of the membrane differential pressure after multiple physical cleanings reaches a certain value.
(2-3) When the increase in the membrane differential pressure has reached a certain value since the end of the previous physical cleaning.
(2-4) When the increase in membrane differential pressure has reached a certain value since the end of the previous hot water cleaning.
(2-5) When the preset pressure differential is reached.

(3)本実施形態に係る膜ろ過システムは、上記(1)、(2)において、逆通水を複数回繰り返すことを特徴とする。
(4)本実施形態に係る膜ろ過システムは、上記(1)〜(3)において、逆通水する時間は逆通水時の膜差圧あるいは流量を計測して、いずれかの値の傾きが一定になる時間により決定することを特徴とする。
(3) The membrane filtration system according to the present embodiment is characterized in that in (1) and (2) above, the reverse water flow is repeated a plurality of times.
(4) In the membrane filtration system according to the present embodiment, in the above (1) to (3), the time during which reverse water flow is measured by measuring the membrane differential pressure or flow rate during reverse water flow, and the slope of either value It is determined by the time when becomes constant.

本発明によれば、通常の物理洗浄(逆圧水方式、逆圧空気方式等)に所定の頻度で通常の洗浄水よりも高い温度の水を逆通水する温水洗浄を組み合わせることで、膜差圧を大きく低減することができる。   According to the present invention, a membrane can be obtained by combining normal physical cleaning (back pressure water method, reverse pressure air method, etc.) with warm water cleaning that reversely passes water at a higher temperature than normal cleaning water at a predetermined frequency. The differential pressure can be greatly reduced.

以下、本発明の膜ろ過システムの実施形態について図面を参照して説明する。
図1は、本発明に係る膜ろ過システムの一実施形態を示す構成図である。
膜ろ過システムは、図示しない導水ポンプによって導かれた原水を一時的に貯水する原水槽1と、原水をろ過する,例えば中空糸型の膜モジュール2と、原水槽1の原水を膜モジュールに供給する原水ポンプ3と、膜モジュール2でろ過された処理水を貯水する処理水槽4と、膜モジュール2内に加圧空気を供給するコンプレッサ5と、処理水を洗浄水として膜モジュール2に供給する逆洗水ポンプ6と、処理水槽4内に貯水された処理水の一部を洗浄水として導入して貯水する洗浄水槽9とを備えている。ここで、洗浄水槽9は、ヒータ10を備えている。
Hereinafter, an embodiment of a membrane filtration system of the present invention will be described with reference to the drawings.
FIG. 1 is a configuration diagram showing an embodiment of a membrane filtration system according to the present invention.
The membrane filtration system is a raw water tank 1 that temporarily stores raw water guided by a water pump (not shown), a raw water tank that filters raw water, for example, a hollow fiber membrane module 2, and the raw water from the raw water tank 1 is supplied to the membrane module. Raw water pump 3, treated water tank 4 for storing treated water filtered by the membrane module 2, a compressor 5 for supplying pressurized air into the membrane module 2, and treated water as washing water to the membrane module 2 A backwash water pump 6 and a wash water tank 9 for introducing and storing a part of the treated water stored in the treated water tank 4 as wash water are provided. Here, the washing water tank 9 includes a heater 10.

図1中の7〜710は夫々配管を示し、8a〜8k及び8m,8nは夫々バルブを示す。配管7は原水槽1の下部側と膜モジュール2の底部を結ぶ配管で、バルブ8a,8bが介装されている。配管7は膜モジュール2の上部と処理水槽4の上部を接続する配管で、バルブ8c,8dが介装されている。配管7は膜モジュール2の底部に接続された配管で、バルブ8eが介装されている。配管7は膜モジュール2の上部側に接続された配管で、バルブ8fが介装されている。配管7は配管7に接続された配管で、バルブ8が介装されている。配管7はコンプレッサ5と膜モジュール2の下部側を接続する配管で、バルブ8hが介装されている。配管7はコンプレッサ5に接続する配管7から分岐して配管7に接続する配管で、バルブ8iが介装されている。配管7は処理水槽4の底部と配管7とを接続する配管で、バルブ8kが介装されている。配管7は処理水槽4の下部側と洗浄水槽9の下部側とを接続する配管で、バルブ8mが介装されている。配管710は処理水槽9の底部と前記配管7とを接続する配管で、バルブ8nが介装されている。 In FIG. 1, 7 1 to 7 10 indicate pipes, and 8a to 8k, 8m, and 8n respectively indicate valves. Pipe 7 1 a pipe connecting the bottom portion of the lower side and the membrane module 2 in the raw water tank 1, the valve 8a, 8b is interposed. Pipe 7 2 in pipe connecting the upper part of the treatment water tank 4 and the top of the membrane module 2, the valve 8c, 8d is interposed. Pipe 7 3 by a pipe connected to the bottom of the membrane module 2, the valve 8e is interposed. Pipe 7 4 in pipe connected to the upper side of the membrane module 2, the valve 8f is interposed. Pipe 7 5 a pipe connected to the pipe 7 4, the valve 8 is interposed. Pipe 7 6 in pipe connecting the bottom side of the compressor 5 and the membrane module 2, the valve 8h is interposed. Pipe 7 7 a pipe to be connected to the second pipe 7 is branched from the pipe 7 6 connected to the compressor 5, the valve 8i is interposed. Pipe 7 8 a pipe connecting the bottom of the treating tank 4 and a pipe 7 2, valve 8k is interposed. Pipe 7-9 in pipe connecting the lower portion of the lower side and the cleaning water tank 9 of the treating tank 4, valve 8m is interposed. Pipe 7 10 a pipe connecting the bottom of the treating tank 9 and the pipes 7 8, valve 8n is interposed.

図1の膜ろ過システムの作用は、次の通りである。
同膜ろ過システムにおいて、原水は図示しない導水ポンプによって原水槽1へ導かれている。そして、原水ポンプ3の加圧によって膜モジュール2に原水が導入され、膜モジュール2を透過した処理水は処理水槽4に貯留される。通常の洗浄は、図2の通常のろ過システムを用いて説明する、下記の手順の(1)の逆圧水工程と(2)の原水すすぎ工程により実施する。なお、図2は、図1と比べ図1の点線で囲まれた領域が異なる。
The operation of the membrane filtration system of FIG. 1 is as follows.
In the membrane filtration system, raw water is guided to the raw water tank 1 by a water pump (not shown). Then, raw water is introduced into the membrane module 2 by pressurization of the raw water pump 3, and the treated water that has permeated the membrane module 2 is stored in the treated water tank 4. Normal washing is carried out by the reverse pressure water step (1) and the raw water rinsing step (2) in the following procedure, which will be described using the normal filtration system of FIG. 2 is different from FIG. 1 in the area surrounded by the dotted line in FIG.

(1)逆圧水工程
バルブ8b,8d,8g,8i,8nを閉め、バルブ8c,8j,8kが開いた状態で処理水槽4内の処理水を逆洗水ポンプ6により膜モジュール2の処理水側から逆流させ、膜モジュール2の下部の原水側の配管7か、あるいは膜モジュール2上部の原水側の配管7から排出する。このとき、コンプレッサ5によって膜モジュール2の配管7の原水側から加圧空気を流して膜モジュール2を揺動させる。
(1) Reverse pressure water process
The valves 8b, 8d, 8g, 8i, and 8n are closed, and the treated water in the treated water tank 4 is caused to flow back from the treated water side of the membrane module 2 by the backwash water pump 6 with the valves 8c, 8j, and 8k opened. raw water side of the pipe 7 3 of the lower part of the module 2, or discharged from the membrane module 2 the upper part of the raw water side of the pipe 7 4. At this time, swinging the membrane module 2 from the raw water side of the pipe 7 6 of the membrane module 2 by flowing a pressurized air by a compressor 5.

(2)原水すすぎ工程
バルブ8a,8b及び膜モジュール2の上部のバルブ8fを開け、原水ポンプ3を起動し、膜モジュール2のすすぎを行う。このとき、すすぎ水は原水槽1へ循環しても構わない。このときコンプレッサ5から加圧空気を流したままの方がより効果的にすすぎを行うことができるが、電力費を削減するために加圧空気を停止しても構わない。
(2) Raw water rinsing process
The valves 8a and 8b and the valve 8f above the membrane module 2 are opened, the raw water pump 3 is started, and the membrane module 2 is rinsed. At this time, the rinsing water may be circulated to the raw water tank 1. At this time, rinsing can be performed more effectively if the compressed air is allowed to flow from the compressor 5, but the compressed air may be stopped to reduce the power cost.

図1に示す膜ろ過システムにおけるろ過処理では、原水は図示しない導水ポンプによって原水槽1へ導かれている。通常の洗浄は、図2と同様の手順で行われる。そして、ある程度の頻度で、以下の(3)、(4)の手順により洗浄水を温度調整した温水で洗浄を行う。   In the filtration process in the membrane filtration system shown in FIG. 1, raw water is guided to the raw water tank 1 by a water pump not shown. Normal cleaning is performed in the same procedure as in FIG. And it wash | cleans with the warm water which adjusted the temperature of the washing water by the procedure of the following (3) and (4) with a certain frequency.

(3)逆圧水工程
バルブ8b,8d,8g,8i,8jを閉め、バルブ8c,8k,8nが開いた状態でヒータ10により温度調整した洗浄水槽9内の処理水を、逆水洗ポンプ6で膜モジュール2の処理水側から供給する。なお、この時の逆圧温水の逆流量、時間、回数、温度、25℃に換算した補正洗浄前差圧、25℃に換算した洗浄後差圧及び回復差圧は、下記表1に示すとおりである。但し、表1には、温水を使用しない場合の逆圧水の場合の条件も夫々示している。

Figure 2011031245
(3) Reverse pressure water process
The treated water in the washing water tank 9 whose temperature was adjusted by the heater 10 with the valves 8b, 8d, 8g, 8i, 8j closed and the valves 8c, 8k, 8n opened, was treated with the reverse water washing pump 6 in the treated water of the membrane module 2. Supply from the side. The back flow, time, frequency, temperature, corrected pre-wash differential pressure converted to 25 ° C., post-wash differential pressure and recovery differential pressure converted to 25 ° C. are as shown in Table 1 below. It is. However, Table 1 also shows the conditions in the case of reverse pressure water when hot water is not used.
Figure 2011031245

表1より、逆圧水による洗浄方法の場合は回復差圧が8kPa,11kPaであるが、本発明の逆温水による洗浄方法の場合は回復差圧が25kPaと膜差圧を大きく低減することができることが判明した。   According to Table 1, the recovery differential pressure is 8 kPa and 11 kPa in the case of the cleaning method using the reverse pressure water, but the recovery differential pressure is 25 kPa and the membrane differential pressure is greatly reduced in the case of the cleaning method using the reverse warm water of the present invention. It turns out that you can.

(4)原水すすぎ工程
バルブ8a,8b及び膜モジュール2の上部のバルブ8fを開け、原水ポンプ3を起動し、膜モジュール2のすすぎを行う。このとき、すすぎ水は原水槽1へ循環しても構わない。このときコンプレッサ5から加圧空気を流したままの方がより効果的にすすぎを行うことができるが、電力費を削減するために加圧空気を停止しても構わない。
(4) Raw water rinsing process
The valves 8a and 8b and the valve 8f above the membrane module 2 are opened, the raw water pump 3 is started, and the membrane module 2 is rinsed. At this time, the rinsing water may be circulated to the raw water tank 1. At this time, rinsing can be performed more effectively if the compressed air is allowed to flow from the compressor 5, but the compressed air may be stopped to reduce the power cost.

上記実施形態によれば、原水槽1と、膜モジュール2と、原水ポンプ3と、処理水槽4と、コンプレッサ5と、逆洗水ポンプ6と、洗浄水槽9とを備えた膜ろ過システムにおいて、通常の物理洗浄(逆圧水方式)に定期的な頻度で通常の洗浄水よりも高い温度(40℃)の水を逆通水する温水洗浄を組み合わせることによって、膜差圧を大きく低減することができる。   According to the embodiment, in the membrane filtration system including the raw water tank 1, the membrane module 2, the raw water pump 3, the treated water tank 4, the compressor 5, the backwash water pump 6, and the wash water tank 9, Membrane differential pressure is greatly reduced by combining normal physical cleaning (back pressure water method) with warm water cleaning that reversely passes water at a higher temperature (40 ° C) than normal cleaning water at regular intervals. Can do.

なお、上記実施形態は1回の温水洗浄の場合について述べたが、これに限らず、温水洗浄を複数回行ってもよい。下記表2は、温水洗浄の回数が2回(例1),6回(例2)の場合を、温水洗浄の回数が1回の場合と比較したものである。例1の場合は、1回の温水洗浄の場合の回復差圧が4kPaであるのに対し、2回の温水洗浄では回復差圧が7kPaとなった。また、例2の場合は、1回の温水洗浄の場合の回復差圧が3kPaであるのに対し、6回の温水洗浄では回復差圧が15kPaとなった。下記表2に示すように、温水洗浄を複数回行うことにより、1回温水洗浄する場合に比べて回復差圧を大きくできることが明らかになった。

Figure 2011031245
In addition, although the said embodiment described the case of 1 time of warm water washing | cleaning, you may perform not only this but warm water washing | cleaning in multiple times. Table 2 below compares the case where the number of times of warm water cleaning is 2 (Example 1) and 6 times (Example 2) with the case where the number of times of warm water cleaning is 1 time. In the case of Example 1, the recovery differential pressure in the case of one hot water cleaning was 4 kPa, whereas in the second hot water cleaning, the recovery differential pressure was 7 kPa. In the case of Example 2, the recovery differential pressure in the case of one hot water cleaning was 3 kPa, whereas in the six hot water cleanings, the recovery differential pressure was 15 kPa. As shown in Table 2 below, it has been clarified that the recovery differential pressure can be increased by performing the hot water cleaning a plurality of times as compared with the case of performing the hot water cleaning once.
Figure 2011031245

また、上記実施形態では、通常の物理洗浄に逆通水する温水洗浄を組み合わせる場合について述べたが、これに限らない。逆通水する時間は、逆通水時の膜差圧あるいは流量を計測して、いずれかの値の傾きが一定になる時間により決定してもよい。図3及び図4は、夫々温水洗浄時間と逆通水時の膜差圧との関係を示す特性図であり、夫々膜モジュールに使用されている中空糸の材質が異なる。なお、図3において、線(a)では温水洗浄時間が約3分頃、線(b)では温水洗浄時間が約4分頃から膜差圧が略一定になることが明らかである。また、図4において、線(a)では温水洗浄時間が約2分頃、線(b)では温水洗浄時間が約1分頃から膜差圧が略一定になることが明らかである。   Moreover, although the case where the warm water washing | cleaning which reversely passes water was combined with normal physical washing | cleaning was described in the said embodiment, it does not restrict to this. The time for reverse water flow may be determined by measuring the membrane differential pressure or flow rate during reverse water flow, and the time during which the slope of either value becomes constant. 3 and 4 are characteristic diagrams showing the relationship between the hot water washing time and the membrane differential pressure during reverse water flow, respectively, and the materials of the hollow fibers used in the membrane module are different. In FIG. 3, it is clear that the membrane differential pressure becomes substantially constant from the line (a) when the hot water cleaning time is about 3 minutes and from the line (b) from about 4 minutes. Further, in FIG. 4, it is clear that the membrane differential pressure becomes substantially constant from the line (a) when the hot water washing time is about 2 minutes and from the line (b) from about 1 minute.

図5及び図6は、夫々温水洗浄時間と逆通水時の洗浄流量との関係を示す特性図であり、夫々膜モジュールに使用されている中空糸の材質が異なる。図5は図3と同様な膜モジュールのデータであり、図6は図4と同様な膜モジュールのデータである。なお、図5において、線(a)では温水洗浄時間が約3分頃、線(b)では温水洗浄時間が約4分頃から洗浄流量が略一定になることが明らかである。また、図6において、線(a)では温水洗浄時間が約2分頃、線(b)では温水洗浄時間が約1分頃から洗浄流量が略一定になることが明らかである。   5 and 6 are characteristic diagrams showing the relationship between the hot water cleaning time and the cleaning flow rate during reverse water flow, respectively, and the materials of the hollow fibers used in the membrane module are different. FIG. 5 shows the data of the membrane module similar to FIG. 3, and FIG. 6 shows the data of the membrane module similar to FIG. In FIG. 5, it is clear that the cleaning flow rate is substantially constant from the line (a) when the hot water cleaning time is about 3 minutes and from the line (b) from about 4 minutes. Further, in FIG. 6, it is clear that the cleaning flow rate is substantially constant from the line (a) from about 2 minutes of hot water cleaning time and from the line (b) from about 1 minute of hot water cleaning time.

更に、上記実施形態では、下記のような場合に温水洗浄を実施してもよい。
(1)図7に示すように、1回の物理洗浄による膜差圧の回復値(ΔP)が一定値になった時点。
(2)図8に示すように、複数回の物理洗浄による膜差圧の回復値(ΔP)の和,即ち(ΔP1+ΔP2+…+ΔPn)が一定値になった時点。
(3)図9に示すように、前回の物理洗浄終了後から、膜差圧の上昇値(ΔP)が一定値になった時点。
(4)図10に示すように、前回の温水洗浄終了後から、膜差圧の上昇値(ΔP)が一定値になった時点。
(5)図11に示すように、予め設定した膜差圧になった時点。
Furthermore, in the above embodiment, warm water cleaning may be performed in the following cases.
(1) As shown in FIG. 7, when the recovery value (ΔP) of the film differential pressure by one physical cleaning becomes a constant value.
(2) As shown in FIG. 8, when the sum of the recovery values (ΔP) of the film differential pressure by a plurality of physical cleanings, that is, (ΔP1 + ΔP2 +... + ΔPn) becomes a constant value.
(3) As shown in FIG. 9, when the increase value (ΔP) of the membrane differential pressure becomes a constant value after the end of the previous physical cleaning.
(4) As shown in FIG. 10, when the increase value (ΔP) of the membrane differential pressure becomes a constant value after the end of the previous warm water cleaning.
(5) As shown in FIG. 11, the time when the preset film differential pressure is reached.

更には、上記実施形態では、図12に示すように、物理洗浄を複数回行なって膜差圧をΔP1,ΔP2,ΔP3,ΔPkと下げて、最終的な膜差圧が一定の膜差圧(P)にしてもよい。又、この他、図13に示すように、物理洗浄を複数回行なって膜差圧をΔP1,ΔP2,ΔP3,ΔPkと下げ、最終的な膜差圧が一定の膜差圧(P)に対して若干傾斜するように調節してもよい。 Furthermore, in the above-described embodiment, as shown in FIG. 12, physical cleaning is performed a plurality of times to reduce the membrane differential pressure to ΔP1, ΔP2, ΔP3, and ΔPk, and the final membrane differential pressure is a constant membrane differential pressure ( P 1 ). In addition, as shown in FIG. 13, physical cleaning is performed a plurality of times to reduce the membrane differential pressure to ΔP1, ΔP2, ΔP3, and ΔPk, and the final membrane differential pressure becomes a constant membrane differential pressure (P 1 ). However, it may be adjusted to be slightly inclined.

上述した他、本発明では、上記実施形態そのままに限定されるものではなく、実施段階ではその要旨を逸脱しない範囲で構成要素を変形して具体化できる。また、上記実施形態に開示されている複数の構成要素の適宜な組み合わせにより種々の発明を形成できる。例えば、実施形態に示される全構成要素から幾つかの構成要素を削除してもよい。更に、異なる実施形態に亘る構成要素を適宜組み合わせてもよい。   In addition to the above, the present invention is not limited to the above-described embodiment as it is, and can be embodied by modifying the constituent elements without departing from the scope of the invention in the implementation stage. In addition, various inventions can be formed by appropriately combining a plurality of components disclosed in the embodiment. For example, some components may be deleted from all the components shown in the embodiment. Furthermore, you may combine the component covering different embodiment suitably.

本発明の一実施形態に係る膜ろ過システムの説明図を示す。An explanatory view of a membrane filtration system concerning one embodiment of the present invention is shown. 本発明に係る膜ろ過システムにおける物理洗浄の一例を説明するための図である。It is a figure for demonstrating an example of the physical washing | cleaning in the membrane filtration system which concerns on this invention. 本発明による温水洗浄時間と逆通水時の膜差圧との関係を示す特性図である。It is a characteristic view which shows the relationship between the warm water washing | cleaning time by this invention, and the film | membrane differential pressure at the time of reverse water flow. 本発明による温水洗浄時間と逆通水時の膜差圧との関係を示す特性図である。It is a characteristic view which shows the relationship between the warm water washing | cleaning time by this invention, and the film | membrane differential pressure at the time of reverse water flow. 本発明による温水洗浄時間と逆通水時の洗浄流量との関係を示す特性図である。It is a characteristic view which shows the relationship between the hot water washing | cleaning time by this invention, and the washing | cleaning flow volume at the time of reverse water flow. 本発明による温水洗浄時間と逆通水時の洗浄流量との関係を示す特性図である。It is a characteristic view which shows the relationship between the hot water washing | cleaning time by this invention, and the washing | cleaning flow volume at the time of reverse water flow. 本発明の膜ろ過システムにおいて、1回の物理洗浄を行なった場合の経過時間と膜差圧との関係を示す特性図である。In the membrane filtration system of this invention, it is a characteristic view which shows the relationship between the elapsed time at the time of performing one physical cleaning, and a membrane differential pressure | voltage. 本発明の膜ろ過システムにおいて、複数回の物理洗浄を行なった場合の経過時間と膜差圧との関係を示す特性図である。In the membrane filtration system of this invention, it is a characteristic view which shows the relationship between the elapsed time at the time of performing physical cleaning of multiple times, and a membrane differential pressure | voltage. 本発明の膜ろ過システムにおいて、前回の物理洗浄終了後から、膜差圧の上昇値が一定値になる場合の経過時間と膜差圧との関係を示す特性図である。In the membrane filtration system of this invention, it is a characteristic view which shows the relationship between the elapsed time and membrane differential pressure in case the raise value of membrane differential pressure becomes a constant value after completion | finish of the last physical washing | cleaning. 本発明の膜ろ過システムにおいて、前回の温水洗浄終了後から、膜差圧の上昇値が一定値になる場合の経過時間と膜差圧との関係を示す特性図である。In the membrane filtration system of this invention, it is a characteristic view which shows the relationship between the elapsed time and membrane differential pressure in case the raise value of membrane differential pressure becomes a constant value after completion | finish of the last warm water washing | cleaning. 本発明の膜ろ過システムにおいて、予め設定した膜差圧になる場合の経過時間と膜差圧との関係を示す特性図である。In the membrane filtration system of this invention, it is a characteristic view which shows the relationship between the elapsed time and membrane differential pressure when it becomes a preset membrane differential pressure. 本発明の膜ろ過システムにおいて、複数回の物理洗浄を行なった場合の経過時間と膜差圧との関係を示す特性図である。In the membrane filtration system of this invention, it is a characteristic view which shows the relationship between the elapsed time at the time of performing physical cleaning of multiple times, and a membrane differential pressure | voltage. 本発明の膜ろ過システムにおいて、複数回の物理洗浄を行なった場合の経過時間と膜差圧との関係を示す特性図である。In the membrane filtration system of this invention, it is a characteristic view which shows the relationship between the elapsed time at the time of performing physical cleaning of multiple times, and a membrane differential pressure | voltage.

1…原水槽、2…原水ポンプ、3…膜モジュール、4…処理水槽、5…コンプレッサ、6…逆洗水ポンプ、7〜710…配管、8a〜8k,8m,8n…バルブ、9…洗浄水槽、10…ヒータ。 1 ... raw water tank, 2 ... raw water pump, 3 ... membrane module, 4 ... treatment water tank, 5 ... compressor, 6 ... backwash water pump, 7 1-7 10 ... pipe, 8a~8k, 8m, 8n ... valve, 9 ... washing water tank, 10 ... heater.

Claims (8)

原水を一時的に貯水する原水槽と、原水をろ過する膜モジュールと、原水槽の原水を膜モジュールに供給する原水ポンプと、膜モジュールでろ過された処理水を貯水する処理水槽と、膜モジュール内に加圧空気を供給するコンプレッサと、処理水を洗浄水として膜モジュールに供給する逆洗水ポンプと、処理水槽内に貯水された処理水の一部を洗浄水として導入して貯水する洗浄水槽とを備えた膜ろ過システムであり、
膜モジュールの洗浄工程において、通常の物理洗浄に所定の頻度で通常の洗浄水よりも高い温度の水を逆通水する温水洗浄と、前記温水洗浄後に、前記膜モジュールに原水を供給する原水すすぎとを組み合わせることを特徴とする膜ろ過システム。
A raw water tank for temporarily storing raw water, a membrane module for filtering raw water, a raw water pump for supplying raw water from the raw water tank to the membrane module, a treated water tank for storing treated water filtered by the membrane module, and a membrane module Compressor that supplies pressurized air inside, backwash water pump that supplies treated water to the membrane module as washing water, and washing that introduces and stores a part of the treated water stored in the treatment water tank as washing water A membrane filtration system with a water tank,
In the washing process of the membrane module, warm water washing in which water having a temperature higher than that of ordinary washing water is reversely passed to normal physical washing at a predetermined frequency, and raw water rinsing for supplying raw water to the membrane module after the washing with warm water. A membrane filtration system characterized by combining with
前記温水洗浄は、1回の物理洗浄による膜差圧の回復値が一定値になった時点で実施することを特徴とする請求項1記載の膜ろ過システム。   The membrane filtration system according to claim 1, wherein the warm water cleaning is performed when a recovery value of the membrane differential pressure by a single physical cleaning becomes a constant value. 前記温水洗浄は、複数回の物理洗浄による膜差圧の回復値が一定値になった時点で実施することを特徴とする請求項1記載の膜ろ過システム。   The membrane filtration system according to claim 1, wherein the warm water cleaning is performed when a recovery value of the membrane differential pressure by a plurality of physical cleanings reaches a constant value. 前記温水洗浄は、前回の物理洗浄終了後から、膜差圧の上昇値が一定値になった時点で実施することを特徴とする請求項1記載の膜ろ過システム。   2. The membrane filtration system according to claim 1, wherein the warm water cleaning is performed when an increase value of the membrane differential pressure becomes a constant value after the end of the previous physical cleaning. 前記温水洗浄は、前回の温水洗浄終了後から、膜差圧の上昇値が一定値になった時点で実施することを特徴とする請求項1記載の膜ろ過システム。   2. The membrane filtration system according to claim 1, wherein the warm water cleaning is performed when an increase value of the membrane differential pressure becomes a constant value after the end of the previous warm water cleaning. 前記温水洗浄は、予め設定した膜差圧になった時点で実施することを特徴とする請求項1記載の膜ろ過システム。   2. The membrane filtration system according to claim 1, wherein the hot water cleaning is performed when a preset membrane differential pressure is reached. 逆通水を複数回繰り返すことを特徴とする請求項1乃至6いずれか記載の膜ろ過システム。   The membrane filtration system according to any one of claims 1 to 6, wherein reverse water flow is repeated a plurality of times. 逆通水する時間は逆通水時の膜差圧あるいは流量を計測して、いずれかの値の傾きが一定になる時間により決定することを特徴とする請求項1乃至7いずれか記載の膜ろ過システム。   The membrane according to any one of claims 1 to 7, wherein the reverse water flow time is determined by a time during which a slope of any value becomes constant by measuring a differential pressure or a flow rate during reverse water flow. Filtration system.
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