JP2009183920A - Liquid purifying apparatus - Google Patents

Liquid purifying apparatus Download PDF

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JP2009183920A
JP2009183920A JP2008029253A JP2008029253A JP2009183920A JP 2009183920 A JP2009183920 A JP 2009183920A JP 2008029253 A JP2008029253 A JP 2008029253A JP 2008029253 A JP2008029253 A JP 2008029253A JP 2009183920 A JP2009183920 A JP 2009183920A
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backwashing
filter
liquid
water
flow path
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Masayuki Ukon
雅幸 右近
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BENTEN KK
HAKATAKO KANRI KK
Benten Inc
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BENTEN KK
HAKATAKO KANRI KK
Benten Inc
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a liquid purifying apparatus capable of reducing discharge amount of backwashing liquid flowing out during backwashing of a filter. <P>SOLUTION: The water purifying apparatus 10 is provided with a raw water tank 11 storing raw water supplied from a water supply source; a pump P1 feeding the raw water in the raw water tank 11 to a plurality of filters 12; a filtrate tank 15 storing filtrate purified by passing through the filters 12; a backwashing water tank 16 storing backwashing water; and a pump P2 feeding backwashing liquid in the backwashing water tank 16 to the filters 12. A three-way valve 22 serving as a flow path selector valve for switching flow-out direction of backwashing water based on the lapse of time after starting backwashing, and a control means 26 of the three-way valve 22, are provided as a mechanism for recovering backwashing water with a turbidity less than a given value from backwashing water flowing out of the filters 12 during backwashing. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、水その他の各種液体を濾過器によって浄化する液体浄化装置に関する。   The present invention relates to a liquid purification apparatus that purifies water and other various liquids with a filter.

水その他の各種液体を濾過器で浄化する装置において、前記濾過器を逆洗浄する方法については、従来、様々な技術が提案されている(例えば、特許文献1〜3参照。)。特許文献1記載の逆洗浄方法においては、原水中あるいは逆洗浄水中に含まれる浮遊物質全量に対する有機性浮遊物質の割合を指標にして濾過膜の逆洗浄条件が設定される。特許文献2記載の前処理膜の洗浄方法は、逆浸透膜装置から逆洗ラインを経由して送給される塩分濃縮水を用いて前処理膜の洗浄を行う構成である。特許文献3記載の逆洗方法においては、逆洗液タンクから排出される逆洗液中の鉄粉濃度を濁度計にて推定し、この鉄粉濃度が所定値以下となったら逆洗液の排出を停止することにより逆洗液の廃棄量低減が図られている。   In the apparatus for purifying water and other various liquids with a filter, various techniques have been proposed for backwashing the filter (see, for example, Patent Documents 1 to 3). In the backwashing method described in Patent Document 1, the backwashing conditions for the filtration membrane are set using the ratio of the organic suspended solids to the total amount of suspended solids contained in the raw water or the backwashed water as an index. The cleaning method for the pretreatment membrane described in Patent Document 2 is a configuration in which the pretreatment membrane is washed using salt-concentrated water fed from a reverse osmosis membrane device via a backwash line. In the backwashing method described in Patent Document 3, the iron powder concentration in the backwashing liquid discharged from the backwashing liquid tank is estimated with a turbidimeter, and when this iron powder concentration falls below a predetermined value, the backwashing liquid is used. The amount of backwash liquid discarded is reduced by stopping the discharge of water.

特開2005−169238号公報JP 2005-169238 A 特開2007−14902号公報JP 2007-14902 A 特開2001−276514号公報JP 2001-276514 A

特許文献1,2記載の逆洗浄技術においては濾過器の逆洗に使用された逆洗浄液の全量が外部に排出されるので、逆洗浄液の無駄が生じている。また、逆洗浄中に濾過器から流出した逆洗浄液の排水処理にも多くの労力や資材が費やされている。   In the backwashing techniques described in Patent Documents 1 and 2, since the entire amount of backwashing liquid used for backwashing the filter is discharged to the outside, the backwashing liquid is wasted. In addition, much labor and materials are also spent on the wastewater treatment of the backwash liquid that flows out of the filter during backwashing.

一方、特許文献3記載の逆洗方法においては、濁度計を用いて推定された逆洗液の鉄粉濃度に基づいて逆洗液を廃棄するか否かの判断が行われるため、逆洗液の再利用率を高めることはできる。しかしながら、逆洗液を一旦タンクに貯留して所定時間放置した後、処理する方式であるため、例えば、上水道施設のように大量の液体を浄化する装置への使用は極めて困難である。   On the other hand, in the backwashing method described in Patent Document 3, it is determined whether to discard the backwashing liquid based on the iron powder concentration of the backwashing liquid estimated using a turbidimeter. The liquid recycling rate can be increased. However, since the backwashing liquid is once stored in a tank and allowed to stand for a predetermined time and then processed, it is extremely difficult to use the apparatus for purifying a large amount of liquid, such as a water supply facility.

本発明が解決しようとする課題は、濾過器の逆洗浄中に流出する逆洗浄液の廃棄量を低減することのできる液体浄化装置を提供することにある。   The problem to be solved by the present invention is to provide a liquid purification apparatus capable of reducing the amount of backwashing liquid that flows out during backwashing of a filter.

本発明者は、液体浄化装置の濾過器の逆洗浄作業を繰り返し行った結果、逆洗浄中に濾過器から流出する逆洗浄液の濁度は一定ではなく、逆洗浄の開始から終了に至るまでの間に変化すること、また、その変化パターンに規則性があることを発見し、本発明を完成するに至った。   As a result of repeatedly performing the reverse cleaning operation of the filter of the liquid purification apparatus, the present inventor has a constant turbidity of the reverse cleaning liquid flowing out from the filter during the reverse cleaning, from the start to the end of the reverse cleaning. The present invention was completed by discovering that it changes in the meantime and that the change pattern has regularity.

本発明の液体浄化装置は、原液供給源から送給される原液を浄化する濾過器と、前記濾過器に逆洗浄液を供給する逆洗浄手段と、逆洗浄中に前記濾過器から流出する逆洗浄液の排出流路と、を備え、
逆洗浄中に前記排出流路に流出する逆洗浄液のうち濁度が所定値以下の部分を、逆洗浄開始後の経過時間または逆洗浄液流出量に基づいて回収する回収手段を設けたことを特徴とする。
The liquid purification apparatus of the present invention includes a filter for purifying a stock solution supplied from a stock solution supply source, a back cleaning means for supplying back cleaning liquid to the filter, and a back cleaning liquid flowing out from the filter during back cleaning. And a discharge channel of
A recovery means is provided for recovering a portion of the backwash liquid that flows out to the discharge flow path during backwashing based on the elapsed time after the start of backwashing or the backwash liquid outflow amount. And

予め、逆洗浄中に濾過器から流出する逆洗浄液の濁度の変化を観測して、濁度が所定値以下になる時間範囲または逆洗浄液流出量範囲を把握しておけば、逆洗浄開始後の前記時間範囲または洗浄液流出量範囲内に排出経路に流出する逆洗浄液のみを回収することにより、濁度が所定値以下の部分を回収することができる。従って、濾過器の逆洗浄中に流出する逆洗浄液の廃棄量を減らすことができる。なお、回収された逆洗浄液は、再度、濾過器に送給して浄化したり、他の用途に再利用したりすることができる。   After observing changes in the turbidity of the backwash liquid flowing out of the filter during backwashing in advance and understanding the time range or backwash liquid outflow range where the turbidity falls below the specified value, By collecting only the reverse cleaning liquid that flows out to the discharge path within the time range or the cleaning liquid outflow amount range, a portion having a turbidity of a predetermined value or less can be recovered. Accordingly, it is possible to reduce the amount of the backwash liquid that flows out during backwashing of the filter. The collected backwash liquid can be sent to the filter again to be purified, or reused for other purposes.

ここで、前記回収手段として、逆洗浄開始後の前記経過時間または前記逆洗浄液流出量の計測値に基づいて前記排出流路の流出先を切り替える流路切替弁を設けることが望ましい。このような構成とすれば、逆洗浄開始後の経過時間または逆洗浄液流出量の計測値に応じて流路切替弁を作動させるという簡単な機構で逆洗浄液の回収、廃棄の選択を行うことができる。   Here, it is desirable to provide a flow path switching valve that switches the outflow destination of the discharge flow path based on the elapsed time after the start of reverse cleaning or the measured value of the outflow amount of the reverse cleaning liquid as the recovery means. With such a configuration, it is possible to select the collection and disposal of the backwash liquid with a simple mechanism that operates the flow path switching valve according to the elapsed time after the start of backwashing or the measured value of the backwash liquid outflow amount. it can.

この場合、前記流路切替弁を前記濾過器の直近の前記排出流路に配置することが望ましい。このような構成とすれば、逆洗浄中に濾過器から流出する逆洗浄液の濁度の変化が最初に現れる部分で流出先の切り替えが行われるため、逆洗浄液の回収、廃棄の的確な選択を行うことができる。   In this case, it is desirable to arrange the flow path switching valve in the discharge flow path nearest to the filter. In such a configuration, since the spillover destination is switched at the part where the turbidity change of the backwash liquid flowing out from the filter first appears during backwashing, the correct selection of recovery and disposal of the backwash liquid is performed. It can be carried out.

一方、逆洗浄中に前記濾過器から流出する前記逆洗浄液の濁度を検知する濁度計を設けることもできる。このような構成とすれば、予め、逆洗浄中に濾過器から流出する逆洗浄液の濁度の変化を観測する場合に濁度計を用いて計測することができるため、濁度が所定値以下になる時間範囲または逆洗浄液流出量範囲を正確に設定することができる。また、濾過器から流出する逆洗浄液の実際の濁度を検知できるため、予期せぬ濁度変化などが生じたときも的確に対応することができる。   On the other hand, a turbidity meter for detecting the turbidity of the backwash liquid flowing out from the filter during backwashing may be provided. With such a configuration, it is possible to measure in advance using a turbidimeter when observing changes in turbidity of the backwash liquid flowing out from the filter during backwashing, so the turbidity is below a predetermined value. It is possible to accurately set the time range or the backwash liquid outflow range. Further, since the actual turbidity of the backwash liquid flowing out from the filter can be detected, it is possible to accurately cope with unexpected turbidity changes.

本発明により、濾過器の逆洗浄中に流出する逆洗浄液の廃棄量を低減することのできる液体浄化装置を提供することができる。   According to the present invention, it is possible to provide a liquid purification apparatus capable of reducing the amount of backwashing liquid that flows out during backwashing of a filter.

以下、図面に基づいて、本発明の実施の形態について説明する。図1は本発明の第1実施形態である水浄化装置の概略構成を示す図である。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a diagram showing a schematic configuration of a water purification apparatus according to the first embodiment of the present invention.

図1に示す水浄化装置10は、本発明に係る液体浄化装置の一例であり、全量濾過方式の浄水装置である。給水源(図示せず)から送給される原水を貯留する原水タンク11と、原水タンク11中の原水を複数の濾過器12へ送り込むためのポンプP1と、濾過器12を透過して浄化された透過水を貯留する透過水タンク15と、を備えている。また、逆洗浄水を貯留する逆洗浄水タンク16と、逆洗浄水タンク16内の逆洗浄液を濾過器12へ送給するためのポンプP2と、を備えている。複数の濾過器12はいずれも内圧式中空糸タイプであるが、これに限定するものではない。   A water purification device 10 shown in FIG. 1 is an example of a liquid purification device according to the present invention, and is a water purifying device of a total amount filtration method. The raw water tank 11 for storing raw water supplied from a water supply source (not shown), the pump P1 for sending the raw water in the raw water tank 11 to the plurality of filters 12, and the filter 12 are purified. A permeated water tank 15 for storing the permeated water. Moreover, the reverse washing water tank 16 which stores reverse washing water, and the pump P2 for feeding the reverse washing liquid in the reverse washing water tank 16 to the filter 12 are provided. The plurality of filters 12 are all of the internal pressure type hollow fiber type, but are not limited thereto.

各濾過器12に連通する流路32には、流路切替弁である三方弁22がそれぞれ配置され、三方弁22と濾過器12との間にそれぞれ濁度計27が配置されている。三方弁22には、逆洗浄水を排出するための流路35が接続され、三方弁22の切り替えを行う制御手段26が設けられている。また、原水タンク11から延設された流路33には、開閉弁13,17及び圧力計42が配置され、逆洗浄水タンク16から延設された流路38には開閉弁18,28及び圧力計43が配置されている。   In each flow path 32 communicating with each filter 12, a three-way valve 22 that is a flow path switching valve is disposed, and a turbidimeter 27 is disposed between the three-way valve 22 and the filter 12. A flow path 35 for discharging the backwash water is connected to the three-way valve 22, and control means 26 for switching the three-way valve 22 is provided. Further, on-off valves 13, 17 and a pressure gauge 42 are disposed in the flow path 33 extending from the raw water tank 11, and on-off valves 18, 28, and the pressure gauge 42 are disposed in the flow path 38 extending from the backwash water tank 16. A pressure gauge 43 is arranged.

水浄化装置10において原水の浄化作業を行う場合、開閉弁21,28を閉止状態、ポンプP2を停止状態、開閉弁13,17,29,19を開状態、三方弁22は流路32と濾過器12とを連通する状態に設定した後、ポンプP1を作動させる。これにより、原水タンク11内の原水が流路30,31,32及び三方弁22を経由してそれぞれ濾過器12へ送り込まれる。濾過器12を透過して浄化された透過水は流路36、開閉弁29、流路37及び開閉弁19を通過して透過水タンク15に貯留されていく。透過水タンク15内の透過水は開閉弁20を開くことにより所定場所へ送給されるが、開閉弁19から直接目的場所へ送給することもできる。   When the raw water purification operation is performed in the water purification device 10, the on-off valves 21 and 28 are closed, the pump P2 is stopped, the on-off valves 13, 17, 29, and 19 are opened, and the three-way valve 22 is filtered through the flow path 32. After setting the device 12 to communicate with the pump 12, the pump P1 is operated. As a result, the raw water in the raw water tank 11 is sent to the filter 12 via the flow paths 30, 31, 32 and the three-way valve 22. The permeated water that has been purified by passing through the filter 12 passes through the flow path 36, the on-off valve 29, the flow path 37, and the on-off valve 19 and is stored in the permeated water tank 15. The permeated water in the permeated water tank 15 is supplied to a predetermined location by opening the on-off valve 20, but can also be supplied directly from the on-off valve 19 to the destination location.

浄化作業を継続すると原水中の浮遊物質などが濾過器12に蓄積していき濾過機能が低下していくが、それに伴って圧力計42の指示値が高まるので、前記指示値が所定値を超えた時点で濾過器12の逆洗浄が行われる。この場合、浄化作業を一時中止し、逆洗浄水タンク16内の逆洗浄水を濾過器12へ逆送給することによって逆洗浄が行われる。本実施形態の水浄化装置10には、逆洗浄中に濾過器12から流出する逆洗浄水のうち、濁度が所定値以下の部分を回収する機構が設けられている。   If the purification operation is continued, suspended substances in the raw water accumulate in the filter 12 and the filtration function deteriorates. However, the indicated value of the pressure gauge 42 increases accordingly, and the indicated value exceeds the predetermined value. At this point, the filter 12 is back-washed. In this case, the cleaning operation is temporarily stopped by reversely feeding the backwashing water in the backwashing water tank 16 back to the filter 12. The water purification apparatus 10 of the present embodiment is provided with a mechanism that collects a portion of the backwash water that flows out from the filter 12 during backwashing that has a turbidity of a predetermined value or less.

以下、水浄化装置10における逆洗浄水の回収機構について説明する。まず、逆洗浄中に濾過器12から流出する逆洗浄水のうち、濁度が所定値以下の部分(即ち、清浄度の高い部分)を回収するためには、その選択基準となる前記所定値を設定する必要がある。そこで、濾過器12の濾過機能が低下した時点でポンプP1を停止し、開閉弁17,21,29を閉じ、三方弁22を各濾過器12と流路35とを連通する状態に切り替えた後、開閉弁18,28を開き、ポンプP2を作動させる。これにより、逆洗浄水タンク16内の逆洗浄水が流路38,36を経由して各濾過器12へ逆送され、それぞれの濾過器12内を逆流した後、三方弁22を通過して流路35から排出される。   Hereinafter, the backwash water recovery mechanism in the water purification apparatus 10 will be described. First, in order to recover a portion of the backwash water that flows out from the filter 12 during backwashing that has a turbidity of a predetermined value or less (that is, a portion having a high cleanliness), the predetermined value that serves as a selection criterion thereof is used. Need to be set. Therefore, after the filtration function of the filter 12 is lowered, the pump P1 is stopped, the on-off valves 17, 21, 29 are closed, and the three-way valve 22 is switched to a state in which each filter 12 and the flow path 35 are communicated. Then, the on-off valves 18 and 28 are opened, and the pump P2 is operated. As a result, the backwash water in the backwash water tank 16 is sent back to the respective filters 12 via the flow paths 38 and 36 and flows back through the respective filters 12 and then passes through the three-way valve 22. It is discharged from the flow path 35.

ここで、各濾過器12から流出する逆洗浄水の濁度を濁度計27で計測し、逆洗浄開始後の経過時間と濁度変化との相関関係を求めると、例えば、逆洗開始直後に流出する逆洗浄水の濁度は低いが、時間経過に伴って濁度が高まっていき、ピーク値を示した後は、再び濁度が低下するなどの規則性が見出される。そこで、逆洗浄開始後の所定時間Y範囲内に流出する高濁度の逆洗浄水のみを廃棄し、その前の所定時間X範囲内及び後の所定時間Z範囲内に流出する低濁度の逆洗浄水を回収するように設定する。   Here, when the turbidity of the backwash water flowing out from each filter 12 is measured by the turbidimeter 27 and the correlation between the elapsed time after the start of backwashing and the change in turbidity is obtained, for example, immediately after the start of backwashing Although the turbidity of the backwash water flowing out into the water is low, the turbidity increases with the passage of time, and after showing a peak value, regularity is found such that the turbidity decreases again. Therefore, only the high turbidity reverse wash water flowing out within the predetermined time Y range after the start of reverse cleaning is discarded, and the low turbidity flowing out within the predetermined time X range before and within the predetermined time Z range thereafter. Set to collect backwash water.

具体的には、前記規則性に基づいて、三方弁22の切替時期(所定時間X,Y,Z)を予め制御手段26に入力しておけば、逆洗浄開始後、所定時間X,Y,Zが経過するごとに制御手段26からの信号により三方弁22の切り替えが行われる。なお、本実施形態では、濾過器12から流出する逆洗浄水の濁度を濁度計27で計測しているが、これに限定するものではないので、目視観察あるいはその他の手段で逆洗浄水の濁度を計測し、それに基づいて三方弁22の切替時期(所定時間X,Y,Z)を設定することもできる。   Specifically, based on the regularity, if the switching time (predetermined times X, Y, Z) of the three-way valve 22 is input to the control means 26 in advance, the predetermined times X, Y, Each time Z elapses, the three-way valve 22 is switched by a signal from the control means 26. In this embodiment, the turbidity of the backwash water flowing out from the filter 12 is measured by the turbidimeter 27. However, the turbidity meter 27 is not limited to this, so the backwash water is visually observed or other means. It is also possible to set the switching timing (predetermined times X, Y, Z) of the three-way valve 22 based on the measured turbidity.

逆洗浄開始後、所定時間Xが経過するまでの間は三方弁22が濾過器12から流路32へ連通する回収モードにセットされ、開閉弁21が開かれ、三方弁25は流路39,40を連通する状態となる。従って、所定時間Xが経過するまでの間に濾過器12から流出する低濁度の逆洗浄水は三方弁22から流路32,31を通り、開閉弁21、流路39、三方弁25及び流路40を経由して原水タンク11へ流入する。   The three-way valve 22 is set to a recovery mode in which the filter 12 communicates with the flow path 32 until the predetermined time X elapses after the start of the reverse cleaning, the on-off valve 21 is opened, and the three-way valve 25 is connected to the flow paths 39, 40 is communicated. Therefore, the low turbidity backwash water flowing out from the filter 12 until the predetermined time X passes through the three-way valve 22 through the flow paths 32 and 31, and the on-off valve 21, the flow path 39, the three-way valve 25, and the like. It flows into the raw water tank 11 via the flow path 40.

所定時間Xが経過すると、制御手段26からの信号により、三方弁22は濾過器12から流路35へ連通する廃棄モードに切り替えられ、開閉弁21が閉じられるので、この後、所定時間Yが経過するまでの間に濾過器12から流出する高濁度の逆洗浄水は三方弁22から流路35を通り、所定の排水設備(図示せず)へ排出される。   When the predetermined time X has elapsed, the signal from the control means 26 switches the three-way valve 22 to a discard mode that communicates from the filter 12 to the flow path 35, and the on-off valve 21 is closed. Until the time elapses, the highly turbid backwash water flowing out from the filter 12 passes through the flow path 35 from the three-way valve 22 and is discharged to a predetermined drainage facility (not shown).

所定時間Yが経過すると、制御手段26からの信号により、再び三方弁22が濾過器12から流路32へ連通する回収モードにセットされ、開閉弁21が開かれ、三方弁25は流路39,40を連通する状態となる。従って、この後、所定時間Zが経過するまでの間に濾過器12から流出する低濁度の逆洗浄水は三方弁22から流路32,31を通り、開閉弁21、流路39、三方弁25及び流路40を経由して原水タンク11へ流入する。   When the predetermined time Y elapses, the signal from the control means 26 sets the three-way valve 22 again in the recovery mode in which the filter 12 communicates with the flow path 32, the on-off valve 21 is opened, and the three-way valve 25 is set in the flow path 39. , 40 are communicated. Therefore, the low turbidity backwash water flowing out from the filter 12 until the predetermined time Z passes thereafter passes from the three-way valve 22 through the flow paths 32 and 31 to the on-off valve 21, the flow path 39, and the three-way. It flows into the raw water tank 11 via the valve 25 and the flow path 40.

所定時間Zが経過すると、ポンプP2が停止し、開閉弁21,28が閉じ、開閉弁17,29が開き、三方弁22が流路32と濾過器12とを連通した状態にセットされる。従って、この後、ポンプP1を作動させれば、原水タンク11から濾過器12への原水送給が始まり、原水の浄化作業が再開される。なお、流路39,40内などに残留している逆洗浄水は三方弁25を切り替えることにより流路41から排出することができる。   When the predetermined time Z has elapsed, the pump P2 is stopped, the on-off valves 21 and 28 are closed, the on-off valves 17 and 29 are opened, and the three-way valve 22 is set in a state where the flow path 32 and the filter 12 are communicated. Therefore, after that, if the pump P1 is operated, the raw water feed from the raw water tank 11 to the filter 12 starts, and the purification operation of the raw water is resumed. The backwash water remaining in the flow paths 39 and 40 can be discharged from the flow path 41 by switching the three-way valve 25.

このように、予め、逆洗浄中に濾過器12から流出する逆洗浄水の濁度変化を観測し、濁度が所定値以下になる時間範囲(所定時間X,Z)を把握しておけば、逆洗浄開始後の前記時間範囲(所定時間X,Z)内に濾過器12から流出する逆洗浄水のみを回収することにより、濁度が所定値以下の部分を回収することができる。従って、濾過器12の逆洗浄中に流出する逆洗浄水の廃棄量を減らすことができる。本実施形態では、逆洗浄水を原水タンク11内に回収した後、再度、濾過器12に送給して浄化する構成としているが、これに限定しないので、他の用途に再利用することもできる。   In this way, if the turbidity change of the backwash water flowing out from the filter 12 during backwashing is observed in advance, the time range (predetermined time X, Z) in which the turbidity falls below a predetermined value should be grasped. By collecting only the backwashing water flowing out from the filter 12 within the time range (predetermined time X, Z) after the start of backwashing, a portion having a turbidity of a predetermined value or less can be collected. Therefore, the amount of backwashing water that flows out during backwashing of the filter 12 can be reduced. In the present embodiment, after the backwash water is collected in the raw water tank 11, it is again sent to the filter 12 for purification, but is not limited to this, and may be reused for other purposes. it can.

水浄化装置10においては、逆洗浄水の回収手段として、逆洗浄開始後の経過時間(所定時間X,Y,Z)の計測値に基づいて逆洗浄水の流出先を切り替える流路切替弁である三方弁22を設けている。従って、逆洗浄開始後の経過時間に応じて制御手段26が三方弁22を作動させるという簡単な機構でありながら、逆洗浄液の回収、廃棄の選択を的確に行うことができる。なお、逆洗浄開始後、濾過器12からの逆洗浄液流出量の計測値に基づいて逆洗浄液の流出先を切り替える方式を採用することもできる。   In the water purification apparatus 10, as a means for collecting the backwash water, a flow path switching valve that switches the outflow destination of the backwash water based on the measured value of the elapsed time (predetermined time X, Y, Z) after the start of backwashing. A certain three-way valve 22 is provided. Therefore, it is possible to accurately select the collection and disposal of the backwashing liquid, although it is a simple mechanism in which the control means 26 operates the three-way valve 22 according to the elapsed time after the start of backwashing. It is also possible to adopt a method of switching the backflow destination of the backwashing liquid based on the measured value of the backwashing liquid outflow amount from the filter 12 after the start of backwashing.

また、三方弁22を濾過器12の直近の流路32に配置したことにより、逆洗浄中に濾過器12から流出する逆洗浄液の濁度変化が最初に現れる部分で流出先の切り替えを行うことができるため、逆洗浄水を回収するか否かの的確な選択を行うことができる。   Further, by arranging the three-way valve 22 in the flow path 32 closest to the filter 12, the flow destination is switched at the portion where the turbidity change of the reverse cleaning liquid flowing out from the filter 12 first appears during the reverse cleaning. Therefore, it is possible to accurately select whether or not to collect the backwash water.

さらに、逆洗浄中に濾過器12から流出する逆洗浄液の濁度を検知する濁度計27を濾過器12と三方弁22との間に配置しているので、予め所定時間X,Y,Zを設定するための濁度計測の際に濁度計27を用いることができる。このため、濁度が所定値以下になる時間範囲(または逆洗浄液流出量範囲)を正確に設定することができる。また、濾過器12から流出する逆洗浄液の実際の濁度を検知できるため、予期せぬ濁度変化などが生じたときも的確に対応することができる。なお、水浄化装置10は3本の濾過器12を備えているが、濾過器12の本数、サイズ、種類などは限定されないので、濾過器の本数やサイズの増減、種類の変更などは使用条件に応じて任意に設定することができる。   Further, since a turbidimeter 27 for detecting the turbidity of the backwash liquid flowing out from the filter 12 during backwashing is disposed between the filter 12 and the three-way valve 22, a predetermined time X, Y, Z is set in advance. The turbidity meter 27 can be used when measuring the turbidity for setting. For this reason, the time range (or backwashing liquid outflow amount range) in which the turbidity is not more than a predetermined value can be accurately set. Further, since the actual turbidity of the backwash liquid flowing out from the filter 12 can be detected, it is possible to accurately cope with unexpected turbidity changes. The water purification apparatus 10 includes three filters 12. However, the number, size, type, and the like of the filter 12 are not limited. It can be arbitrarily set according to.

次に、図2に基づいて本発明の第2実施形態について説明する。図2は本発明の第2実施形態である水浄化装置の概略構成を示す図である。なお、図2において図1と同符号を付している部分は水浄化装置10の構成部分と同じ構造、機能を有する部分であり、説明を省略する。   Next, a second embodiment of the present invention will be described based on FIG. FIG. 2 is a diagram showing a schematic configuration of a water purification apparatus according to the second embodiment of the present invention. 2 that have the same reference numerals as those in FIG. 1 are parts having the same structure and function as the constituent parts of the water purification apparatus 10, and the description thereof is omitted.

図2に示す水浄化装置50は、本発明に係る液体浄化装置の一例であり、クロスフロー方式の浄水装置である。3本の濾過器52はいずれも内圧式中空糸タイプであるが、濾過器の種類、サイズ、本数などはこれに限定されないので、使用条件に応じて任意に設定することができる。   The water purification apparatus 50 shown in FIG. 2 is an example of the liquid purification apparatus according to the present invention, and is a cross-flow type water purification apparatus. The three filters 52 are all of the internal pressure type hollow fiber type, but the type, size, number and the like of the filters are not limited to these, and can be arbitrarily set according to the use conditions.

水浄化装置50において原水の浄化作業を行う場合、開閉弁21,28を閉止状態、ポンプP2を停止状態、開閉弁13,17,29,19を開状態、三方弁22aは流路32と濾過器52とを連通する状態、三方弁22bは濾過器52と流路31bとを連通した状態に設定した後、ポンプP1を作動させる。これにより、原水タンク11内の原水が流路30,31a,32及び三方弁22aを経由してそれぞれ濾過器52へ送り込まれる。濾過器52を透過して浄化された透過水は流路36、開閉弁29、流路37及び開閉弁19を通過して透過水タンク15に貯留されていく。透過水タンク15内の透過水は開閉弁20を開くことにより所定場所へ送給したり、開閉弁19から直接目的場所へ送給したりすることができる。   When the raw water purification operation is performed in the water purification device 50, the on-off valves 21 and 28 are closed, the pump P2 is stopped, the on-off valves 13, 17, 29, and 19 are opened, and the three-way valve 22a is filtered with the flow path 32. The three-way valve 22b is set in a state in which the filter 52 and the flow path 31b are in communication with each other, and the pump P1 is operated. Thereby, the raw water in the raw water tank 11 is sent to the filter 52 through the flow paths 30, 31a, 32 and the three-way valve 22a. The permeated water purified by passing through the filter 52 passes through the flow path 36, the on-off valve 29, the flow path 37, and the on-off valve 19 and is stored in the permeated water tank 15. The permeated water in the permeated water tank 15 can be supplied to a predetermined location by opening the on-off valve 20 or can be directly supplied from the on-off valve 19 to a destination location.

一方、濾過器52を通過した濃縮水は三方弁22b、流路31b,39、三方弁25及び流路40を通って原水タンク11へ送り込まれ、再び、前述した流路30などを経由して濾過器52へ送給され、浄化される。   On the other hand, the concentrated water that has passed through the filter 52 is sent to the raw water tank 11 through the three-way valve 22b, the flow paths 31b and 39, the three-way valve 25, and the flow path 40, and again through the flow path 30 and the like described above. It is sent to the filter 52 and purified.

次に、水浄化装置50における逆洗浄水の回収機構について説明する。水浄化装置10の場合と同様、逆洗浄中に濾過器52から流出する逆洗浄水のうち、濁度が所定値以下の部分(即ち、清浄度の高い部分)を回収するために、その選択基準となる前記所定値を設定する。濾過器52の濾過機能が低下した時点でポンプP1を停止し、開閉弁17,21,29を閉じ、三方弁22a,22bを各濾過器52と流路35とを連通する状態に切り替えた後、開閉弁18,28を開き、ポンプP2を作動させる。これにより、逆洗浄水タンク16内の逆洗浄水が流路38,36を経由して各濾過器52へ逆送され、濾過器12内を通過した後、三方弁22a,22bを通過して流路35から排出される。   Next, the reverse washing water recovery mechanism in the water purification apparatus 50 will be described. As in the case of the water purifier 10, the backwash water flowing out from the filter 52 during backwashing is selected to recover a portion with a turbidity of a predetermined value or less (ie, a portion with a high cleanliness). The predetermined value serving as a reference is set. After the filtration function of the filter 52 is lowered, the pump P1 is stopped, the on-off valves 17, 21, 29 are closed, and the three-way valves 22a, 22b are switched to a state in which each filter 52 and the flow path 35 are communicated. Then, the on-off valves 18 and 28 are opened, and the pump P2 is operated. As a result, the backwash water in the backwash water tank 16 is sent back to the filters 52 via the flow paths 38 and 36, passes through the filter 12, and then passes through the three-way valves 22a and 22b. It is discharged from the flow path 35.

ここで、各濾過器52から流出する逆洗浄水の濁度を濁度計27で計測し、逆洗浄開始後の経過時間と濁度変化との相関関係を求め、そこで見出された規則性に基づいて、水浄化装置10の場合と同様に所定時間X,Y,Zを決定する。そして、逆洗浄開始後の所定時間Y範囲内に流出する高濁度の逆洗浄水のみを廃棄し、その前の所定時間Xの間及び後の所定時間Zの間に流出する低濁度の逆洗浄水を回収するように設定する。   Here, the turbidity of the backwash water flowing out from each filter 52 is measured by the turbidimeter 27, the correlation between the elapsed time after the start of backwashing and the change in turbidity is obtained, and the regularity found there. Based on the above, the predetermined times X, Y, and Z are determined as in the case of the water purifier 10. Then, only the high turbidity reverse wash water flowing out within the predetermined time Y range after the start of reverse cleaning is discarded, and the low turbidity flowing out during the predetermined time X before and after the predetermined time Z. Set to collect backwash water.

具体的には、前記規則性に基づいて、流路切替弁である三方弁22a,22bの切替時期(所定時間X,Y,Z)を予め制御手段26に入力し、逆洗浄開始後、所定時間X,Y,Zが経過するごとに制御手段26からの信号により三方弁22a,22bの切り替えを行う。   Specifically, based on the regularity, the switching timing (predetermined times X, Y, Z) of the three-way valves 22a, 22b, which are flow path switching valves, is input in advance to the control means 26, and after the start of back washing, Whenever the time X, Y, Z elapses, the three-way valves 22a, 22b are switched by a signal from the control means 26.

逆洗浄開始後、所定時間Xが経過するまでの間は、三方弁22aが濾過器52と流路32とを連通するとともに三方弁22bが濾過器52と流路31bとを連通する回収モードにセットされ、開閉弁21が開かれ、三方弁25は流路39,40を連通する。従って、所定時間Xが経過するまでの間に濾過器52を通過した低濁度の逆洗浄水は、三方弁22a,22bから流出する。三方弁22aから流出した逆洗浄水は流路32,31a,39、開閉弁25及び流路40を経由して原水タンク11へ流入し、三方弁22bから流出した逆洗浄水は流路31b,39、開閉弁25及び流路40を経由して原水タンク11へ流入する。   The three-way valve 22a communicates with the filter 52 and the flow path 32 and the three-way valve 22b communicates with the filter 52 and the flow path 31b until the predetermined time X elapses after the start of reverse cleaning. The on-off valve 21 is set, and the three-way valve 25 communicates the flow paths 39 and 40. Accordingly, the low turbidity backwash water that has passed through the filter 52 until the predetermined time X has passed flows out of the three-way valves 22a and 22b. The backwash water flowing out from the three-way valve 22a flows into the raw water tank 11 via the flow paths 32, 31a, 39, the open / close valve 25 and the flow path 40, and the reverse wash water flowing out from the three-way valve 22b is passed through the flow paths 31b, 39, flows into the raw water tank 11 through the on-off valve 25 and the flow path 40.

所定時間Xが経過すると、制御手段26からの信号により、三方弁22a,22bは濾過器52と流路35とを連通する廃棄モードに切り替えられ、開閉弁21が閉じられるので、この後、所定時間Yが経過するまでの間に、濾過器52から流出する高濁度の逆洗浄水は、三方弁22a,22bから流路35を通り、所定の排水設備(図示せず)へ排出される。   When the predetermined time X elapses, the three-way valves 22a and 22b are switched to a discard mode in which the filter 52 and the flow path 35 are communicated by a signal from the control means 26, and the on-off valve 21 is closed. Until the time Y elapses, the highly turbid backwash water flowing out from the filter 52 passes through the flow path 35 from the three-way valves 22a and 22b and is discharged to a predetermined drainage facility (not shown). .

所定時間Yが経過すると、制御手段26からの信号により、再び三方弁22a,22bが濾過器52と流路32,31bとを連通する回収モードにセットされ、開閉弁21が開かれ、三方弁25は流路39,40を連通する状態となる。従って、この後、所定時間Zが経過するまでの間に濾過器52から流出する低濁度の逆洗浄水は流路32,31aまたは流路31b,39、三方弁25及び流路40を経由して原水タンク11へ流入する。   When the predetermined time Y elapses, the signal from the control means 26 sets the three-way valves 22a and 22b again in the recovery mode for communicating the filter 52 and the flow paths 32 and 31b, opens the on-off valve 21 and opens the three-way valve. 25 becomes the state which connects the flow paths 39 and 40. FIG. Accordingly, the low turbidity backwash water flowing out of the filter 52 before the predetermined time Z passes through the flow paths 32 and 31a or the flow paths 31b and 39, the three-way valve 25 and the flow path 40 thereafter. And flows into the raw water tank 11.

所定時間Zが経過すると、ポンプP2が停止して、開閉弁21,28が閉じ、開閉弁17,29が開き、三方弁22aが流路32と濾過器52とを連通するとともに三方弁22bが濾過器52と流路31bとを連通した状態にセットされる。従って、この後ポンプP1を作動させれば、原水タンク11から濾過器52への原水送給が始まり、原水の浄化作業が再開される。なお、流路39,40内などに残留している逆洗浄水は三方弁25を切り替えることにより流路41から排出することができる。   When the predetermined time Z elapses, the pump P2 is stopped, the on-off valves 21 and 28 are closed, the on-off valves 17 and 29 are opened, the three-way valve 22a communicates the flow path 32 and the filter 52, and the three-way valve 22b The filter 52 and the flow path 31b are set to communicate with each other. Therefore, if the pump P1 is operated thereafter, the raw water supply from the raw water tank 11 to the filter 52 starts, and the purification operation of the raw water is resumed. The backwash water remaining in the flow paths 39 and 40 can be discharged from the flow path 41 by switching the three-way valve 25.

このように、予め、逆洗浄中に濾過器52から流出する逆洗浄水の濁度変化を観測し、濁度が所定値以下になる時間範囲(所定時間X,Z)を把握しておけば、逆洗浄開始後の前記時間範囲(所定時間X,Z)内に濾過器52から流出する逆洗浄水のみを回収することにより、濁度が所定値以下の部分を回収することができる。従って、濾過器52の逆洗浄中に流出する逆洗浄水の廃棄量を減らすことができる。本実施形態では、逆洗浄水を原水タンク11内に回収した後、再度、濾過器52に送給して浄化する構成としているが、これに限定しないので、他の用途に再利用することもできる。その他の部分の構造、機能などは前述した水浄化装置10と同様である。   As described above, if the turbidity change of the backwash water flowing out from the filter 52 during backwashing is observed in advance, the time range (predetermined time X, Z) in which the turbidity is less than or equal to the predetermined value should be grasped. By collecting only the backwashing water flowing out from the filter 52 within the time range (predetermined time X, Z) after the start of backwashing, a portion having a turbidity of a predetermined value or less can be collected. Accordingly, it is possible to reduce the amount of backwashing water that flows out during backwashing of the filter 52. In the present embodiment, after the backwash water is collected in the raw water tank 11, it is sent again to the filter 52 for purification, but is not limited to this, and may be reused for other purposes. it can. Other structures and functions are the same as those of the water purification device 10 described above.

本発明の濾過装置は、水浄化手段あるいはその他の液体浄化手段として広く利用することができる。   The filtration device of the present invention can be widely used as water purification means or other liquid purification means.

本発明の第1実施形態である水浄化装置の概略構成を示す図である。It is a figure which shows schematic structure of the water purification apparatus which is 1st Embodiment of this invention. 本発明の第2実施形態である水浄化装置の概略構成を示す図である。It is a figure which shows schematic structure of the water purification apparatus which is 2nd Embodiment of this invention.

符号の説明Explanation of symbols

10,50 水浄化装置
11 原水タンク
12,52 濾過器
13,17,18,19,20,21,28,29 開閉弁
15 透過水タンク
16 逆洗浄水タンク
22,22a,22b,25 三方弁
27 濁度計
30,31,31a,31b,32,33,35,36,37,38,39,40,41 流路
42,43 圧力計
P1,P2 ポンプ
X,Y,Z 所定時間
DESCRIPTION OF SYMBOLS 10,50 Water purification apparatus 11 Raw water tank 12,52 Filter 13,17,18,19,20,21,28,29 On-off valve 15 Permeate water tank 16 Backwash water tank 22,22a, 22b, 25 Three-way valve 27 Turbidimeter 30, 31, 31a, 31b, 32, 33, 35, 36, 37, 38, 39, 40, 41 Flow path 42, 43 Pressure gauge P1, P2 Pump X, Y, Z Predetermined time

Claims (4)

原液供給源から送給される原液を浄化する濾過器と、前記濾過器に逆洗浄液を供給する逆洗浄手段と、逆洗浄中に前記濾過器から流出する逆洗浄液の排出流路と、を備え、
逆洗浄中に前記濾過器から流出する逆洗浄液のうち濁度が所定値以下の部分を、逆洗浄開始後の経過時間または逆洗浄液流出量に基づいて回収する回収手段を設けたことを特徴とする液体浄化装置。
A filter for purifying the stock solution supplied from the stock solution supply source, backwashing means for feeding backwashing liquid to the filter, and a discharge channel for backwashing liquid flowing out from the filter during backwashing. ,
A recovery means is provided for recovering a portion of the backwash liquid flowing out of the filter during backwashing with a turbidity of a predetermined value or less based on the elapsed time after the start of backwashing or the backwash liquid outflow amount. Liquid purification device.
前記回収手段として、逆洗浄開始後の前記経過時間または前記逆洗浄液流出量の計測値に基づいて前記排出流路の流出先を切り替える流路切替弁を設けたことを特徴とする請求項1記載の液体浄化装置。   2. The flow path switching valve that switches the outflow destination of the discharge flow path based on the elapsed time after the start of reverse cleaning or the measured value of the outflow amount of the reverse cleaning liquid is provided as the recovery means. Liquid purification equipment. 前記流路切替弁を前記濾過器の直近の前記排出流路に配置したことを特徴とする請求項1または2記載の液体浄化装置。   The liquid purification apparatus according to claim 1, wherein the flow path switching valve is disposed in the discharge flow path closest to the filter. 逆洗浄中に前記濾過器から流出する前記逆洗浄液の濁度を検知する濁度計を設けた請求項1〜3のいずれかに記載の液体浄化装置。   The liquid purification apparatus in any one of Claims 1-3 which provided the turbidity meter which detects the turbidity of the said backwashing liquid which flows out out of the said filter during backwashing.
JP2008029253A 2008-02-08 2008-02-08 Liquid purifying apparatus Pending JP2009183920A (en)

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CN103265095A (en) * 2013-05-16 2013-08-28 淮南矿业(集团)有限责任公司 Self-cleaning membrane treatment device for water treatment
KR101576699B1 (en) 2011-05-16 2015-12-10 엘지전자 주식회사 apparatus for automatic recovery control membrane treating water including sensor
CN114887488A (en) * 2022-06-14 2022-08-12 深圳市树立水处理设备有限公司 Tubular polymer membrane separation device and membrane separation method thereof

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JPH11300116A (en) * 1998-04-15 1999-11-02 Shinei Sangyo Kk Method for reducing backwashing water of filtration
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JPH08206656A (en) * 1995-01-31 1996-08-13 Japan Organo Co Ltd Washing waste water treatment device of membrane filter apparatus
JPH11300116A (en) * 1998-04-15 1999-11-02 Shinei Sangyo Kk Method for reducing backwashing water of filtration
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101576699B1 (en) 2011-05-16 2015-12-10 엘지전자 주식회사 apparatus for automatic recovery control membrane treating water including sensor
CN103265095A (en) * 2013-05-16 2013-08-28 淮南矿业(集团)有限责任公司 Self-cleaning membrane treatment device for water treatment
CN103265095B (en) * 2013-05-16 2014-10-08 淮南矿业(集团)有限责任公司 Self-cleaning membrane treatment device for water treatment
CN114887488A (en) * 2022-06-14 2022-08-12 深圳市树立水处理设备有限公司 Tubular polymer membrane separation device and membrane separation method thereof
CN114887488B (en) * 2022-06-14 2023-08-18 深圳市树立水处理设备有限公司 Tubular polymer membrane separation device and membrane separation method thereof

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