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JP2013010066A - Water treatment system - Google Patents

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JP2013010066A
JP2013010066A JP2011143502A JP2011143502A JP2013010066A JP 2013010066 A JP2013010066 A JP 2013010066A JP 2011143502 A JP2011143502 A JP 2011143502A JP 2011143502 A JP2011143502 A JP 2011143502A JP 2013010066 A JP2013010066 A JP 2013010066A
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water
water treatment
treatment device
raw water
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JP5568062B2 (en
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Masaki Iwanaga
匡紀 岩永
Masatoshi Ogawa
正俊 小川
Risa Nasu
リサ 奈須
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Suido Kiko Kaisha Ltd
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Abstract

【課題】演算器が水質計器により測定された測定値等を基に附帯水処理装置を起動若しくは停止させる場合、演算器に設定する所定の設定値等を作業者の経験に頼ることなく設定することができ、しかも供給原水の水質が変わった場合にタイムリーに附帯水処理装置を起動若しくは停止させることができ、更に水質計器の測定値を用いないで本体水処理装置の運転状況を監視することができる水処理システムを提供する。
【解決手段】供給原水の一部を制御用水処理装置10で処理した処理水の測定値と事前に設定されている所定の設定値等を基に、演算器40で附帯水処理装置50を起動若しくは停止させ、または制御用水処理装置10に流入する流入圧力の測定値を基に、演算器40で附帯水処理装置50を起動若しくは停止させるようにした。
【選択図】図1
When a computing unit starts or stops an auxiliary water treatment apparatus based on a measurement value measured by a water quality meter, a predetermined setting value set in the computing unit is set without depending on the experience of the operator. In addition, the water treatment device can be started or stopped in a timely manner when the quality of the supplied raw water changes, and the operation status of the main body water treatment device can be monitored without using the measured value of the water quality meter. Provide a water treatment system that can.
An auxiliary water treatment device 50 is activated by a computing unit 40 based on a measured value of treated water obtained by treating a part of the supplied raw water with a control water treatment device 10 and a predetermined set value set in advance. Alternatively, the auxiliary water treatment device 50 is started or stopped by the calculator 40 based on the measured value of the inflow pressure flowing into the control water treatment device 10.
[Selection] Figure 1

Description

本発明は、本体水処理装置単独では除去困難な除去対象が供給原水に含まれる場合、若しくは本体水処理装置への供給原水の水質負荷が大きい場合、本体水処理装置と共に附帯水処理装置を起動させる水処理システムに関する。   The present invention activates an auxiliary water treatment device together with the main body water treatment device when the raw water supply includes a removal target that is difficult to remove by the main body water treatment device alone, or when the supply water quality load to the main body water treatment device is large. It relates to a water treatment system.

降雨等の水質変動等で、本体水処理装置単独では除去困難な除去対象が供給原水に含まれると判断された場合または供給原水に多量の除去対象が含まれるために本体水処理装置への水質負荷が大きいと判断された場合、処理水に除去対象が混入することになる。これを防止するため本体水処理装置を補助する附帯水処理装置を設置し、本体水処理装置と共に起動させるシステムが知られている(下記特許文献1参照)。   Water quality to the main body water treatment device when it is judged that the removal target that is difficult to remove by the main body water treatment device alone is included in the feed raw water due to fluctuations in water quality such as rainfall, etc. When it is determined that the load is large, the removal target is mixed into the treated water. In order to prevent this, a system is known in which an auxiliary water treatment device that assists the main body water treatment device is installed and started together with the main body water treatment device (see Patent Document 1 below).

従来1の水処理システムとして、図4に示すものが知られている。この水処理システム101は、供給原水全量を本体水処理装置111と附帯水処理装置112に連続通水するものである。   A conventional water treatment system shown in FIG. 4 is known. The water treatment system 101 continuously feeds the total amount of raw raw water to the main body water treatment device 111 and the auxiliary water treatment device 112.

この水処理システム101は、供給原水を本体水処理装置111と附帯水処理装置112へ連続通水するため常に安定した処理水の水質を得ることができる。しかし、附帯水処理装置112で処理が不要である本体水処理装置で処理された処理水までも通水するために、附帯水処理装置112について行う煩雑な洗浄の頻度が増加し、また附帯水処理装置112のろ材、充填材及び吸着剤について交換頻度が増加するとの不具合点があった。   Since this water treatment system 101 continuously feeds the supplied raw water to the main body water treatment device 111 and the auxiliary water treatment device 112, it is possible to always obtain stable treated water quality. However, since the treated water treated by the main body water treatment device 112 that does not need to be treated by the auxiliary water treatment device 112 is also passed, the frequency of complicated washing performed for the incident water treatment device 112 increases, There was a problem that the replacement frequency of the filter medium, the filler, and the adsorbent of the processing device 112 increased.

また、別の従来2の水処理システムとして、図5に示すものが知られている。この水処理システム201は、本体水処理装置111にて処理される前の供給原水を供給原水水質計器121にて測定し、その測定値を演算器122にて順次処理し得られた演算値が演算器122に設定されている所定の設定値を超えた場合、本体水処理装置111に後続して連結している処理水本管に設置されている附帯水処理装置112を起動させ、本体水処理装置111にて処理された処理水を更に処理するものである。   Another conventional water treatment system shown in FIG. 5 is known. The water treatment system 201 measures the raw feed water before being treated by the main body water treatment device 111 with the feed raw water quality meter 121, and the calculated values obtained by sequentially processing the measured values with the calculator 122 are When the predetermined set value set in the arithmetic unit 122 is exceeded, the auxiliary water treatment device 112 installed in the treated water main connected to the main body water treatment device 111 is started, The treated water treated by the treatment device 111 is further treated.

この水処理システム201は、供給原水水質計器121にて供給原水を測定しているので、供給原水の水質が変動したのに対応して附帯水処理装置112を起動及び停止させる時の判断を容易に行うことができる。しかし、供給原水水質計器121で測定された供給原水の測定値を使用しているので、演算器122に設定する所定の設定値を水質が異なる浄水場毎若しくは処理場毎に行う必要があり、この作業は多くのデータの蓄積や経験に頼るところが大きく、作業者の確保が現在でも難しく、将来的には更に難しくなることが予想されるという不具合点があった。また、本体水処理装置111単独で除去することが可能な場合でも附帯水処理装置112も起動させてしまう場合、逆に本体水処理装置111単独では除去が困難であるにも拘らず本体水処理装置111単独での処理が可能と判断し附帯水処理装置112を起動させない場合等、演算器122を設定する作業者が異なることで処理水の水質のバラツキや悪化が生じるとの不具合点があった。更に、除去対象や汚濁物質により供給原水水質計器121が汚れることで測定精度が悪化し、附帯水処理装置112を起動させる時のズレが生じるとの不具合点があり、この不具合点を防止するために供給原水水質計器121のメンテナンスを頻繁に行う必要があり、経費や労力が掛かるとの不具合点もあった。   Since this water treatment system 201 measures the feed raw water with the feed raw water quality meter 121, it is easy to make a judgment when starting and stopping the auxiliary water treatment device 112 in response to the change in the quality of the feed raw water. Can be done. However, since the measured value of the feed raw water measured by the feed raw water quality meter 121 is used, it is necessary to perform the predetermined set value set in the calculator 122 for each water treatment plant or treatment plant having different water quality, This work relies heavily on the accumulation and experience of a large amount of data, and it was difficult to secure workers even today, and it was predicted that it would be even more difficult in the future. In addition, even when the main body water treatment device 111 can be removed alone, if the auxiliary water treatment device 112 is also activated, the main body water treatment device 111 is difficult to remove by the main body water treatment device 111 alone. There is a problem that the water quality of the treated water varies or deteriorates due to different operators who set the computing unit 122, such as when it is determined that the treatment by the device 111 alone is possible and the auxiliary water treatment device 112 is not started. It was. Furthermore, there is a problem that measurement accuracy deteriorates due to contamination of the feed raw water quality meter 121 due to an object to be removed or a pollutant, and a deviation occurs when the auxiliary water treatment device 112 is activated. In order to prevent this problem, In addition, it is necessary to frequently perform maintenance of the supply raw water quality meter 121, and there is a problem that it takes cost and labor.

また、別の従来3の水処理システムとして、図6に示すものが知られている。この水処理システム301は、本体水処理装置111にて処理された処理水を処理水水質計器131にて測定し、その測定値を演算器122にて順次処理し得られた演算値が演算器122に設定されている所定の設定値を超えた場合、本体水処理装置111に後続して連結されている処理水本管に設置されている附帯水処理装置112を起動させ、本体水処理装置111にて処理された処理水を更に附帯水処理装置112で処理するものである。   Another conventional water treatment system shown in FIG. 6 is known. This water treatment system 301 measures the treated water treated by the main body water treatment device 111 with the treated water quality meter 131 and sequentially calculates the measured values with the calculator 122. When the predetermined set value set in 122 is exceeded, the auxiliary water treatment device 112 installed in the treated water main connected to the main body water treatment device 111 is activated to start the main body water treatment device. The treated water treated at 111 is further treated by the auxiliary water treatment device 112.

この水処理システム301は、処理水水質計器131にて処理水を測定しているので、除去対象や汚濁物質の影響を受け難く、処理水水質計器131のメンテナンスが容易である。しかし、供給原水の水質が悪化し本体水処理装置111単独では除去対象を処理できないで附帯水処理装置112を起動させる場合、本体水処理装置111で処理した処理水の測定値を用いて附帯水処理装置112を起動させる時を判断しているので、タイムラグにより処理が不完全な処理水が処理水側に混入する不具合点があった。また、供給原水の水質が回復した後において、附帯水処理装置112を停止させる時の判断が困難という不具合点があった。   Since this water treatment system 301 measures the treated water with the treated water quality meter 131, the treated water quality meter 131 is easy to maintain because it is hardly affected by the removal target and the pollutant. However, when the quality of the feed water deteriorates and the main body water treatment device 111 alone cannot process the removal target and starts the auxiliary water treatment device 112, the incident water Since it is determined when the treatment device 112 is activated, there is a problem in that treated water with incomplete treatment is mixed into the treated water side due to a time lag. In addition, after the quality of the feed water is recovered, there is a problem that it is difficult to make a judgment when stopping the auxiliary water treatment device 112.

また、別の従来4の水処理システムとして、図7に示すものが知られている。この水処理システム401は、供給原水を供給原水水質計器121にて測定すると共に処理水を処理水水質計器131にて測定し、その両測定値を演算器122にて順次処理し得られた演算値が演算器122に設定されている所定の設定値を超えた場合、本体水処理装置111に後続して連結している処理水本管に設置されている附帯水処理装置112を起動させ、本体水処理装置111にて処理された処理水を更に処理するものである。   Another conventional water treatment system shown in FIG. 7 is known. This water treatment system 401 measures the feed raw water with the feed raw water quality meter 121 and measures the treated water with the treated water quality meter 131, and the calculation obtained by sequentially processing both measured values with the calculator 122. When the value exceeds a predetermined set value set in the calculator 122, the auxiliary water treatment device 112 installed in the treated water main connected to the main body water treatment device 111 is activated, The treated water treated by the main body water treatment device 111 is further treated.

この水処理システム401は、原水の水質及び本体水処理装置111で処理された処理水の水質の両方で判断するので、附帯水処理装置112を起動させる時の判断は容易且つ正確に行える。しかし、本体水処理装置111で供給原水を処理し処理水とするには一定時間を要するので、供給原水水質計器121と処理水水質計器131とで同一対象を測定しようとするとタイムラグが生じ、この間に本体水処理装置111単独では除去ができない除去対象が供給原水に混入した場合、附帯水処理装置112の起動が遅れ処理が不完全な処理水が処理水側へ混入する不具合点があった。また、原水の水質より本体水処理装置111単独で処理される処理水の水質を予測し、附帯水処理装置112を停止させる時を判断するので誤差が生じやすく、処理が不完全な処理水の混入を防止するため過剰に附帯処理装置112に通水するとの不具合点があった。また、除去対象や汚濁物質により供給原水水質計器121が汚れることで測定精度が悪化し、附帯水処理装置112を起動させる時にズレが生じるとの不具合点があり、この不具合点を防止するためには供給原水水質計器121のメンテナンスを頻繁に行う必要があり、経費や労力が掛かるとの不具合点もあった。更に、水質計器は、供給原水側と処理水側の2箇所に設置する必要があるため、メンテナンスが煩雑となり経費と労力が掛かるとの不具合があった。また、供給原水側の水質計器は高価であることから初期投資費用が高くなるとの不具合点もあった。   Since this water treatment system 401 makes a judgment based on both the quality of the raw water and the quality of the treated water treated by the main body water treatment device 111, it is possible to easily and accurately make a judgment when starting the auxiliary water treatment device 112. However, since it takes a certain period of time to process the raw raw water to be treated with the main body water treatment device 111, a time lag occurs when trying to measure the same target with the raw water quality meter 121 and the treated water meter 131. In addition, when a removal target that cannot be removed by the main body water treatment device 111 alone is mixed into the raw feed water, there is a problem in that treated water with incomplete treatment is mixed into the treated water side when the auxiliary water treatment device 112 is delayed. Moreover, since the quality of the treated water treated by the main body water treatment device 111 alone is predicted from the quality of the raw water and it is judged when the auxiliary water treatment device 112 is stopped, an error is likely to occur, and the treated water is incompletely treated. In order to prevent mixing, there was an inconvenience that water was excessively passed through the auxiliary treatment device 112. In addition, there is a problem that the measurement accuracy deteriorates due to contamination of the feed raw water quality meter 121 due to the removal target and pollutant, and there is a problem that deviation occurs when starting the auxiliary water treatment device 112, in order to prevent this problem Has a problem in that it requires frequent maintenance of the raw water quality meter 121, which is expensive and labor intensive. Furthermore, since the water quality meters need to be installed at two locations on the supply raw water side and the treated water side, there is a problem in that maintenance becomes complicated and costs and labor are required. In addition, since the water quality meter on the supply raw water side is expensive, there is a problem that the initial investment cost becomes high.

更に、上記水処理システム201乃至401はいずれも、供給原水または処理水の水質を水質計器にて測定した測定値を用いて本体水処理装置の運転状況を監視している。しかしながら水質計器にて測定された測定値は,本体水処理装置に掛かる負荷による運転状況の変化,例えば本体水処理装置における圧力損失上昇などを間接的に予測する代用特性値である。従って、水質計器にて測定された測定値を用いて本体水処理装置の運転状況を監視するためには、経験に頼る割合が高いという不具合があった。   Further, each of the water treatment systems 201 to 401 monitors the operating state of the main body water treatment apparatus using a measured value obtained by measuring the quality of the supplied raw water or treated water with a water quality meter. However, the measured value measured by the water quality meter is a substitute characteristic value for indirectly predicting a change in operating condition due to a load applied to the main body water treatment apparatus, for example, an increase in pressure loss in the main body water treatment apparatus. Therefore, in order to monitor the operation status of the main body water treatment device using the measurement value measured by the water quality meter, there is a problem that the ratio depending on experience is high.

特開平10−085722JP 10-085722

本発明は上述の不具合点を解決するためになされたものであって、その目的とするところは、演算器が、水質計器により測定された測定値及び演算器に設定されている所定の設定値等を基に、附帯水処理装置を起動・停止させる場合、演算器に設定する所定の設定値等を作業者の経験に頼ることなく設定することができ、演算器に設定値等を設定する作業者が異なっても処理水の水質のバラツキを無くすことができ、確実で良好な処理水質を得ることができる水処理システムを提供することである。   The present invention has been made to solve the above-described drawbacks, and the object of the present invention is that the computing unit is a measured value measured by the water quality meter and a predetermined set value set in the computing unit. Based on the above, when starting / stopping an auxiliary water treatment device, it is possible to set the specified setting value etc. set in the calculator without depending on the experience of the operator, and set the setting value etc. in the calculator It is an object of the present invention to provide a water treatment system that can eliminate variations in the quality of treated water even if workers are different, and can obtain a reliable and good treated water quality.

また、別の目的は、供給原水の水質が回復した後において、附帯水処理装置を停止させるときの判断を容易に行うことができる水処理システムを提供することである。   Another object is to provide a water treatment system that can easily make a judgment when stopping an auxiliary water treatment device after the quality of raw water is recovered.

また、別の目的は、附帯水処理装置をタイムリーに起動させることができ、処理が不完全な処理水が処理水側に混入するのを防止することができる水処理システムを提供することである。   In addition, another object is to provide a water treatment system that can start up the auxiliary water treatment device in a timely manner and prevent treated water that is incompletely treated from entering the treated water side. is there.

また、別の目的は、水質計器の汚れによる測定精度の悪化を防止し、メンテナンス頻度が少なく、経費や労力を低減することができる水処理システムを提供することである。   Another object is to provide a water treatment system that prevents deterioration in measurement accuracy due to contamination of water quality instruments, reduces the frequency of maintenance, and can reduce costs and labor.

また、制御のための水質計器として高価な供給原水水質計器を省くことができ、初期の設備投資を抑制することができる水処理システムを提供することである。   Another object of the present invention is to provide a water treatment system capable of omitting an expensive supply raw water quality meter as a water quality meter for control and suppressing initial capital investment.

また、本体水処理装置の運転状況を監視するための代用特性として測定された水質計器の測定値を用いることなく本体水処理装置に掛かる水質負荷を制御することができる水処理システムを提供することである。   Moreover, the water treatment system which can control the water quality load concerning a main body water treatment apparatus, without using the measured value of the water quality meter measured as a substitute characteristic for monitoring the operating condition of a main body water treatment apparatus is provided. It is.

上記目的を達成するため、本発明の請求項1に係る水処理システムは、供給原水本管から分岐した供給原水支管に後続して連結し、前記供給原水支管に流通している供給原水を処理し処理水とする制御用水処理装置と、前記制御用水処理装置で処理された処理水を測定する前記制御用水処理装置に後続して連結する処理水支管に設置された制御用水質計器と、前記供給原水本管に後続して連結し、前記供給原水本管に流通している供給原水を処理し処理水とする前記制御用水処理装置と同一の処理方式の本体水処理装置と、前記制御用水質計器で測定された測定値及び所定の設定値等を基に、前記本体水処理装置が除去対象を設定値以下に処理できるか判断する演算器と、前記本体水処理装置に後続して連結する処理水本管または処理水本管から分岐した処理水支管に設置され、前記演算器が前記本体水処理装置では除去対象を設定値以下に処理できないと判断した場合に起動し、前記処理水本管または前記処理水支管に流通している処理水を処理する附帯水処理装置を備えることを特徴とするものである。   In order to achieve the above object, a water treatment system according to claim 1 of the present invention is connected to a feed raw water branch branched from a feed raw water main and treats the feed raw water flowing through the feed raw water branch. A control water treatment device to be treated water, a control water quality instrument installed in a treatment water branch connected to the control water treatment device to measure the treated water treated by the control water treatment device, and A main body water treatment device of the same treatment method as the control water treatment device connected to the feed raw water main and connected to the feed raw water main to treat the feed raw water distributed in the feed raw water main to be treated water, and the control Based on the measured value measured by the water quality meter and a predetermined set value, etc., the main body water treatment device is connected to the main body water treatment device following the main body water treatment device to determine whether the removal target can be processed below the set value. Treated water main or treated water main Is installed in the treated water branch branched from the above, and activated when the computing unit determines that the main body water treatment device cannot treat the object to be removed below a set value and distributes it to the treated water main pipe or the treated water branch pipe. It is provided with the incidental water treatment apparatus which processes the treated water.

また、本発明の請求項2に係る水処理システムは、供給原水本管から分岐した供給原水支管に後続して連結し、前記供給原水支管に流通している供給原水を処理し処理水とする制御用水処理装置と、前記制御用水処理装置で処理された処理水を測定する前記制御用水処理装置に後続して連結する処理水支管に設置された制御用水質計器と、前記供給原水本管に後続して連結し、前記供給原水本管に流通している供給原水を処理し処理水とする前記制御用水処理装置と同一の処理方式の本体水処理装置と、前記制御用水質計器で測定された測定値及び所定の設定値等を基に、前記本体水処理装置が除去対象を設定値以下に処理できるか判断する演算器と、前記供給原水本管または前記供給原水本管から分岐した供給原水支管に設置され、前記演算器が前記本体水処理装置では除去対象を設定値以下に処理できないと判断した場合に起動し、前記供給原水本管または前記供給原水支管に流通している供給原水を処理する附帯水処理装置を備えることを特徴とするものである。   In addition, the water treatment system according to claim 2 of the present invention is connected to the feed raw water branch branched from the feed raw water main, and treats the feed raw water flowing through the feed raw water branch into treated water. A control water treatment device, a control water quality meter installed in a treated water branch connected to the control water treatment device for measuring the treated water treated by the control water treatment device, and a supply water main It is then measured by the main body water treatment device of the same treatment method as the control water treatment device, which is connected to the treated raw water flowing through the supply raw water main and treated as treated water, and the control water quality meter. Based on the measured value and a predetermined set value, etc., the main body water treatment device determines whether the removal target can be processed below the set value, and the supply branched from the supply raw water main or the supply raw water main Installed in the raw water branch, An auxiliary water treatment device that is activated when a main body water treatment device determines that the object to be removed cannot be treated below a set value, and that treats the raw feed water flowing through the feed raw water main or the feed raw water branch. It is characterized by comprising.

また、本発明の請求項3に係る水処理システムは、請求項2に記載の水処理システムにおいて、前記制御用水処理装置が後続して連結する前記供給原水支管に設置され、前記供給原水支管を経由して前記制御用水処理装置に流入する供給原水の流入圧力を測定する制御用流入圧力計器を備え、前記演算器は、前記制御用水質計器及び前記制御用流入圧力計器で測定された測定値並びに所定の設定値等を基に、前記本体水処理装置が除去対象を設定値以下に処理できるか及び前記本体水処理装置への流入圧力が設定値以上であるか判断し、前記附帯水処理装置は、前記演算器が前記本体水処理装置では除去対象を設定値以下に処理できないと判断した場合または/及び前記本体水処理装置への流入圧力が設定値以上であると判断した場合に起動し、前記供給原水本管または前記供給原水支管に流通している供給原水を処理することを特徴とするものである。   Moreover, the water treatment system according to claim 3 of the present invention is the water treatment system according to claim 2, wherein the water supply system is installed in the supply raw water branch pipe to which the control water treatment apparatus is subsequently connected, and the supply raw water branch pipe is A control inflow pressure gauge that measures the inflow pressure of the raw feed water that flows into the control water treatment device via, the computing unit is a measurement value measured by the control water quality meter and the control inflow pressure gauge And determining whether the main body water treatment device can process the object to be removed below the set value and whether the inflow pressure to the main body water treatment device is higher than the set value based on a predetermined set value, etc. The apparatus is activated when the arithmetic unit determines that the main body water treatment device cannot process the object to be removed below the set value or / and determines that the pressure flowing into the main body water treatment device is equal to or higher than the set value. , It is characterized in processing the supplied raw water in circulation to the supply raw water mains or the supply raw water branch pipe.

また、本発明の請求項4に係る水処理システムは、供給原水本管から分岐した供給原水支管に後続して連結し、前記供給原水支管に流通している供給原水を処理し処理水とする制御用水処理装置と、前記制御用水処理装置が後続して連結する前記供給原水支管に設置され、前記供給原水支管を経由して前記制御用水処理装置に流入する供給原水の流入圧力を測定する制御用流入圧力計器と、前記供給原水本管に後続して連結し、前記供給原水本管に流通している供給原水を処理し処理水とする前記制御用水処理装置と同一の処理方式の本体水処理装置と、前記制御用流入圧力計器で測定された測定値及び所定の設定値等を基に、前記本体水処理装置への流入圧力が設定値以上であるか判断する演算器と、前記供給原水本管または前記供給原水本管から分岐した供給原水支管に設置され、前記演算器が前記本体水処理装置への流入圧力が設定値以上であると判断した場合に起動し、前記供給原水本管または前記供給原水支管に流通している供給原水を処理する附帯水処理装置を備えることを特徴とするものである。   Further, the water treatment system according to claim 4 of the present invention is connected to the supply raw water branch branched from the supply raw water main, and treats the supply raw water flowing through the supply raw water branch into treated water. A control water treatment device and a control for measuring an inflow pressure of the raw feed water flowing into the control water treatment device via the feed raw water branch pipe, which is installed in the feed raw water branch pipe to which the control water treatment device is subsequently connected Main body water of the same treatment method as the control water treatment device, which is connected to the inflow pressure gauge for use subsequent to the supply raw water main, and treats the supply raw water flowing through the supply raw water main into treated water A processing unit, an arithmetic unit that determines whether or not an inflow pressure to the main body water treatment device is equal to or higher than a set value based on a measured value measured by the control inflow pressure gauge and a predetermined set value, and the supply Raw water main or supply raw water Installed in the supply raw water branch branched from the pipe, and activated when the computing unit determines that the inflow pressure to the main body water treatment device is equal to or higher than a set value, and flows to the supply raw water main pipe or the supply raw water branch It is provided with the incidental water treatment apparatus which processes the supplied raw water.

また、本発明の請求項5に係る水処理システムは、請求項1乃至4のいずれかに記載の水処理システムにおいて、前記制御用水処理装置及び前記本体水処理装置は、膜ろ過装置・砂ろ過装置・繊維ろ過装置のいずれかであることを特徴とするものである。   Moreover, the water treatment system which concerns on Claim 5 of this invention is a water treatment system in any one of Claims 1 thru | or 4. WHEREIN: The said water treatment apparatus for control and the said main body water treatment apparatus are a membrane filtration apparatus and sand filtration. It is either a device or a fiber filtration device.

制御用水質計器を備えた本発明の水処理システムにおいては、演算器が、制御用水処理装置にて処理した処理水の測定値及び所定の設定値等を基に、附帯水処理装置を起動若しくは停止させるので、演算器に設定する所定の設定値等は処理水についての設定値等となり、作業者は経験に頼ることなく設定することができる。従って、設定値等を演算器に設定する作業者が異なっても本体水処理装置にて処理される処理水の水質のバラツキを無くすことができ、確実で良好な処理水質を得ることができる。   In the water treatment system of the present invention provided with the control water quality meter, the computing unit starts up the auxiliary water treatment device based on the measured value of the treated water treated by the control water treatment device and a predetermined set value or the like. Since the operation is stopped, the predetermined set value or the like set in the computing unit becomes the set value or the like for the treated water, and the operator can set it without depending on experience. Therefore, even if the operator who sets the setting value or the like in the calculator differs, the variation in the quality of the treated water treated by the main body water treatment apparatus can be eliminated, and a reliable and good treated water quality can be obtained.

更に、制御用水質計器を備えた本発明の水処理システムにおいては、供給原水支管に流通している供給原水を処理して処理水とする制御用水処理装置にて処理した処理水の測定値等を基に附帯水処理装置を起動若しくは停止させるので、供給原水の水質が回復した後において附帯水処理装置を停止させるときの判断を容易に行うことができる。   Furthermore, in the water treatment system of the present invention provided with a control water quality meter, the measured value of treated water treated by the control water treatment device that treats the raw feed water distributed in the feed raw water branch pipe into treated water, etc. Since the auxiliary water treatment device is started or stopped based on the above, it is possible to easily make a judgment when stopping the auxiliary water treatment device after the quality of the raw feed water is recovered.

更に、制御用水質計器を備えた本発明の水処理システムおいては、供給原水本管から分岐した供給原水支管に後続して連結する制御用水処理装置にて処理した処理水を測定した測定値等を基に附帯水処理装置を起動若しくは停止させるので、本体水処理装置で処理した処理水を使用するよりタイムラグを短くすることができ、供給原水の水質が悪化した場合にタイムリーに附帯水処理装置を起動させることができ、処理が不完全な処理水が処理水側に混入するのを防止することができる。   Furthermore, in the water treatment system of the present invention equipped with a control water quality meter, a measured value obtained by measuring treated water treated by a control water treatment apparatus connected to a supply raw water branch branched from the supply raw water main. As a result, the time lag can be shortened compared to using the treated water treated by the main body water treatment device, and the incidental water can be collected in a timely manner when the quality of the feed water is deteriorated. A processing apparatus can be started and it can prevent that the processing water incompletely processed mixes into the processing water side.

更に、制御用水質計器を備えた本発明の水処理システムおいては、原水を直接測定する高価な制御用水質計器は不要で、供給原水を制御用水処理装置にて処理した処理水を測定する制御用水質計器だけである。従って、制御用水質計器の汚れによる測定精度の悪化を防止し、制御用水質計器について汚れ除去のみを目的としたメンテナンスを不要とし、労力及び維持管理費の低減を図ることができる。   Furthermore, in the water treatment system of the present invention provided with a control water quality meter, an expensive control water quality meter that directly measures raw water is unnecessary, and the treated water obtained by treating the supplied raw water with the control water treatment device is measured. It is only a control water quality meter. Therefore, it is possible to prevent the measurement accuracy from being deteriorated due to the contamination of the control water quality meter, eliminate the need for maintenance for the purpose of removing only the stain on the control water quality meter, and reduce labor and maintenance costs.

更に、制御用流入圧力計器を備えた本発明の水処理システムにおいては、制御用流入圧力計器にて測定された測定値を用いて本体水処理装置の水質負荷を監視し、附帯水処理装置の起動及び停止を制御できるので、本体水処理装置の運転状況の監視を容易に行うことができる。   Furthermore, in the water treatment system of the present invention having the control inflow pressure gauge, the water quality load of the main body water treatment apparatus is monitored using the measured value measured by the control inflow pressure gauge, Since the start and stop can be controlled, the operation status of the main body water treatment apparatus can be easily monitored.

更に、制御用流入圧力計器を備えた本発明の水処理システムにおいては、制御用水質計器での測定を不要にできるので、水質測定に関わる水質計器が不要となり、初期の設備投資費用を低く抑えることができ,メンテナンス費用や手間を省くことができる。   Furthermore, in the water treatment system of the present invention equipped with the control inflow pressure gauge, since the measurement with the control water quality gauge can be made unnecessary, the water quality gauge related to the water quality measurement becomes unnecessary, and the initial capital investment cost is kept low. This can save maintenance costs and labor.

本発明1に係る水処理システムの概略説明図Schematic explanatory diagram of a water treatment system according to the present invention 1 本発明2に係る水処理システムの概略説明図Schematic explanatory diagram of a water treatment system according to the present invention 2 本発明3に係る水処理システムの概略説明図Schematic explanatory diagram of the water treatment system according to the present invention 3 従来1の水処理システムの概略説明図Schematic explanatory diagram of conventional 1 water treatment system 従来2の水処理システムの概略説明図Schematic explanatory diagram of conventional 2 water treatment system 従来3の水処理システムの概略説明図Schematic explanatory diagram of conventional 3 water treatment system 従来4の水処理システムの概略説明図Schematic explanatory diagram of conventional 4 water treatment system

以下に図面を参照して、この発明の実施形態に係る水処理システムについて、例示して説明する。   Hereinafter, with reference to the drawings, a water treatment system according to an embodiment of the present invention will be described by way of example.

実施例1:
図1は、本発明1に係る水処理システムの概略説明図である。本発明に係る水処理システム1は、制御用水処理装置10と、制御用水質計器20と、本体水処理装置30と、演算器40Aと、附帯水処理装置である後処理装置50Aとを備えている。
Example 1:
FIG. 1 is a schematic explanatory diagram of a water treatment system according to the first aspect of the present invention. The water treatment system 1 according to the present invention includes a control water treatment device 10, a control water quality meter 20, a main body water treatment device 30, a calculator 40A, and a post-treatment device 50A that is an auxiliary water treatment device. Yes.

制御用水処理装置10は、供給原水本管70から分岐点80で分岐している供給原水支管71に後続して連結され、供給原水支管71に流通している供給原水を処理して処理水とする。後述する本体水処理装置30と同一の処理方式で供給原水を処理することができる本体水処理装置30より小型の水処理装置である。従って、供給原水が同一であれば、制御用水処理装置10で処理された処理水の水質と、本体水処理装置30で処理された処理水の水質とは同一となる。本実施例では、本体水処理装置30がUF膜の膜ろ過装置であるので、制御用水処理装置10もUF膜の膜ろ過装置である。本体水処理装置30が砂ろ過装置であれば、制御用水処理装置10も砂ろ過装置となる。尚、供給原水とは、本発明の水処理システムに供給される原水の称呼である。水処理装置と本発明の水処理システムが連結した場合には、前段の水処理装置で処理された処理水でも、後段の水処理システムに導入されるときには供給原水と称呼が変わる。尚、処理水とは、制御用処理装置若しくは本体処理装置で処理された処理水を言う。   The control water treatment apparatus 10 is connected subsequent to the supply raw water branch pipe 71 branched from the supply raw water main pipe 70 at the branch point 80, and processes the supply raw water flowing through the supply raw water branch pipe 71 to obtain treated water. To do. This is a water treatment device that is smaller than the main body water treatment device 30 that can treat the raw feed water by the same treatment method as the main body water treatment device 30 described later. Therefore, if the supply raw water is the same, the quality of the treated water treated by the control water treatment device 10 and the quality of the treated water treated by the main body water treatment device 30 are the same. In this embodiment, since the main body water treatment device 30 is a UF membrane filtration device, the control water treatment device 10 is also a UF membrane filtration device. If the main body water treatment device 30 is a sand filtration device, the control water treatment device 10 is also a sand filtration device. The supplied raw water is a name of raw water supplied to the water treatment system of the present invention. When the water treatment apparatus and the water treatment system of the present invention are connected, the name of the raw feed water is changed even when the treated water is treated by the preceding stage water treatment apparatus when introduced into the latter stage water treatment system. The treated water refers to treated water treated by the control treatment device or the main body treatment device.

制御用水質計器20は、制御用水処理装置10に後続して連結している処理水支管76に設置され、制御用水処理装置10で処理した処理水の水質を測定する水質計器である。供給原水に本体水処理装置30では処理することができない除去対象が含まれているかを監視するための監視測定項目は、微粒子数・濁度・色度・紫外線吸光度・電気伝導率・酸化還元電位・pH値・STR(Suction Time Ratioの略で、吸引時間比の意である。)等である。従って、制御用水質計器20は、上述の監視測定項目を測定することができるように任意の水質計器で構成されている。   The control water quality meter 20 is a water quality meter that is installed in the treated water branch 76 that is connected to the control water treatment device 10 subsequent to the control water treatment device 10 and measures the quality of the treated water treated by the control water treatment device 10. The monitoring measurement items for monitoring whether or not the supply raw water contains removal targets that cannot be treated by the main body water treatment device 30 are the number of fine particles, turbidity, chromaticity, ultraviolet absorbance, electrical conductivity, redox potential. PH value, STR (Abbreviation of Suction Time Ratio, meaning suction time ratio), and the like. Therefore, the water meter 20 for control is comprised with arbitrary water quality meters so that the above-mentioned monitoring measurement item can be measured.

本体水処理装置30は、供給原水本管70に後続して連結し、供給原水本管70に流通している供給原水を処理し処理水とする。本実施例においては、UF膜の膜ろ過装置である。尚、本体水処理装置30にどのような処理方式の装置を用いるかは、供給原水や処理目標水質に対応して適宜選択する。従って、MF膜、NF膜、RO膜、大孔径膜の内のいずれかの膜を使用した膜ろ過装置であっても良い。また、膜ろ過装置ではなく清澄ろ過若しくは粗ろ過の砂ろ過装置、または繊維ろ過装置であっても良い。   The main body water treatment device 30 is connected subsequent to the supply raw water main 70 and processes the supply raw water circulating in the supply raw water main 70 to be treated water. In this embodiment, it is a membrane filtration device for a UF membrane. It should be noted that what type of treatment system is used for the main body water treatment device 30 is appropriately selected according to the supply raw water and the target water quality. Therefore, a membrane filtration device using any one of the MF membrane, NF membrane, RO membrane, and large pore membrane may be used. Further, it may be a sand filtration device for fine filtration or coarse filtration, or a fiber filtration device instead of a membrane filtration device.

演算器40Aは、制御用水質計器20より送られてきた各測定値を順次処理して各演算値に変換し、演算器40Aに事前に設定されている所定の設定値等から外れているか否かを判断する。その結果、監視測定項目の演算値が起動設定値の範囲外である場合、または/及び監視測定項目の演算値の変化率が起動変化率より大きい場合、または/及び監視測定項目の演算値の変化率より前処理装置の通過する時間を考慮に入れると該演算値が起動設定値の範囲外になると予想される場合(以下、「設定外」という。)、後述する後処理装置50Aを起動させるようになっている。逆に、後処理装置50Aが起動されている場合であって、監視測定項目の演算値が停止設定値の範囲内にある場合、且つ監視測定項目の演算値が連続して起動設定値の範囲内にある場合(以下、「設定内」という。)、後述する後処理装置50Aを停止させるようになっている。また、後処理装置50Aが停止している場合であって、監視測定項目の演算値が設定内の場合、後処理装置50Aは、そのまま停止状態が維持されるようになっている。   The computing unit 40A sequentially processes each measurement value sent from the control water quality meter 20 and converts it into each computed value, and whether or not it deviates from a predetermined set value or the like set in advance in the computing unit 40A. Determine whether. As a result, when the calculated value of the monitored measurement item is outside the range of the startup setting value, or / and when the rate of change of the calculated value of the monitored measurement item is greater than the startup change rate, or / and When it is expected that the calculated value will be out of the range of the startup setting value taking into account the time required for the preprocessing device to pass from the rate of change (hereinafter referred to as “outside setting”), the post-processing device 50A described later is started. It is supposed to let you. Conversely, when the post-processing device 50A is activated and the calculated value of the monitored measurement item is within the range of the stop set value, the calculated value of the monitored measurement item is continuously within the range of the activated set value. If it is within (hereinafter referred to as “within setting”), a post-processing device 50A described later is stopped. Further, when the post-processing device 50A is stopped and the calculated value of the monitoring measurement item is within the setting, the post-processing device 50A is maintained in the stopped state as it is.

後処理装置50Aは、本体水処理装置30に後続して連結する処理水本管75から分岐点85で分岐した処理水支管77に設置され、演算器40Aにより起動若しくは停止し、本体水処理装置30にて処理された処理水を更に処理する本体水処理装置30を補助する装置である。後処理装置50Aに用いられる装置としては、粒状活性炭ろ過装置・粉末活性炭注入装置・イオン交換樹脂装置・酸化セリウム等吸着剤装置等があり、これらの装置の内のどの装置を用いるかは、供給原水や処理目標水質により適宜選択するものとする。   The aftertreatment device 50A is installed in the treated water branch pipe 77 branched from the treated water main pipe 75 connected to the main body water treatment apparatus 30 at the branch point 85, and activated or stopped by the computing unit 40A, and the main body water treatment apparatus It is an apparatus which assists the main body water treatment apparatus 30 which processes the treated water processed in 30 further. There are granular activated carbon filtration device, powder activated carbon injection device, ion exchange resin device, adsorbent device such as cerium oxide, etc. as the device used for the aftertreatment device 50A, and which device to use is supplied. It shall be appropriately selected according to the quality of raw water and treatment target water.

次に、上記構成からなる水処理システム1において、後処理装置50Aを起動させ、若しくは停止させるフローについて説明する。   Next, a flow for starting or stopping the post-treatment device 50A in the water treatment system 1 having the above-described configuration will be described.

供給原水は、一部が供給原水本管70から分岐点80で分岐している供給原水支管71に流入し、供給原水支管71に後続して連結している制御用水処理装置10を通過することで処理され処理水となる。処理水は、制御用水処理装置10に後続して連結している処理水支管76に設置されている制御用水質計器20を通過することで、処理水の監視測定項目が連続して測定される。制御用水質計器20に後続して連結している処理水支管76は、分岐点80より本体水処理装置側の合流点81で供給原水本管70に接続しているので、制御用水質計器20を通過した処理水は、合流点81で供給原水本管70に流入し供給原水の一部となる。尚、制御用水質計器20を通過した処理水は、図示されていない原水槽へ返送させるか、又は排水として処理しても良い。   Supply raw water partially flows into the supply raw water branch pipe 71 branched from the supply raw water main pipe 70 at the branch point 80 and passes through the control water treatment apparatus 10 connected to the supply raw water branch pipe 71 after the supply raw water branch pipe 71. To be treated water. The treated water passes through the control water quality meter 20 installed in the treated water branch pipe 76 connected to the control water treatment apparatus 10 subsequent to the treated water treatment apparatus 10 so that the monitoring measurement items of the treated water are continuously measured. . Since the treated water branch 76 connected subsequent to the control water quality meter 20 is connected to the supply raw water main pipe 70 at the junction 81 on the main body water treatment device side from the branch point 80, the control water quality meter 20. The treated water that has passed through flows into the supply raw water main pipe 70 at the junction 81 and becomes a part of the supply raw water. The treated water that has passed through the control water quality meter 20 may be returned to a raw water tank (not shown) or treated as waste water.

制御用水質計器20で連続して測定された監視測定項目の測定値は、任意に設定することができる一定の間隔で演算器40Aに送付される。演算器40Aでは、監視測定項目の測定値を定められた所定の方式に基づき処理して演算値に変換し、演算器40Aに事前に設定されている所定の設定値と対比し、設定値の範囲内であるか否か判断する。   The measurement values of the monitoring measurement items continuously measured by the control water quality meter 20 are sent to the calculator 40A at regular intervals that can be arbitrarily set. In the computing unit 40A, the measured value of the monitoring measurement item is processed based on a predetermined method, converted into a computed value, and compared with a prescribed set value set in advance in the computing unit 40A. Determine whether it is within range.

供給原水本管70を流通している供給原水は、供給原水本管70に設置されている本体水処理装置30を通過することで処理され処理水となり、本体水処理装置30に後続して連結する処理水本管75に流出する。   The supply raw water flowing through the supply raw water main 70 is treated by passing through the main body water treatment device 30 installed in the supply raw water main 70 and becomes treated water, and is connected to the main body water treatment device 30 subsequent to the main water treatment device 30. To the treated water main pipe 75.

演算器40Aにて、設定内と判断された場合、後処理装置50Aは停止されることになるので、処理水本管75に設置されているバルブ91Aが開となり、且つ処理水本管75から分岐点85で分岐している処理水支管77に設置されているバルブ92A及び後処理装置50Aに後続して連結している処理水支管78に設置されているバルブ93Aが閉となる。従って、本体水処理装置30にて処理された処理水は、後処理装置50Aを通過することなくそのまま処理水本管75を流通し、図示しない処理水タンク等に流出する。   When the computing unit 40A determines that the setting is within the range, the post-treatment device 50A is stopped, so that the valve 91A installed in the treated water main 75 is opened and the treated water main 75 The valve 92A installed in the treated water branch pipe 77 branched at the branch point 85 and the valve 93A installed in the treated water branch pipe 78 connected to the aftertreatment device 50A are closed. Therefore, the treated water treated by the main body water treatment device 30 flows through the treated water main pipe 75 as it is without passing through the post-treatment device 50A, and flows out to a treated water tank or the like (not shown).

逆に、演算器40Aにて、設定外と判断された場合、後処理装置50Aは起動されることになるので、処理水本管75に設置されているバルブ91Aが閉となり、且つ処理水本管75から分岐点85で分岐している処理水支管77に設置されているバルブ92A及び後処理装置50Aに後続して連結している処理水支管78に設置されているバルブ93Aが開となる。従って、本体水処理装置30にて処理された処理水は、バルブ92Aを経由して処理水支管77から後処理装置50Aに流入し、後処理装置50Aを通過することで、本体処理装置30では範囲外の監視測定項目により処理されないと推定された除去対象が除去・負荷軽減される。後処理装置50Aで処理された処理水は、処理水支管78に流入し、途中に設置されているバルブ93Aを経由して合流点86にて処理水本管75に流入し、図示しない処理水タンク等に流出する。   On the other hand, when the calculator 40A determines that the setting is outside the setting, the post-treatment device 50A is activated, so that the valve 91A installed in the treated water main pipe 75 is closed and the treated water main A valve 92A installed in the treated water branch pipe 77 branched from the pipe 75 at the branch point 85 and a valve 93A installed in the treated water branch pipe 78 connected subsequent to the aftertreatment device 50A are opened. . Therefore, the treated water treated by the main body water treatment apparatus 30 flows into the post-treatment apparatus 50A from the treated water branch pipe 77 via the valve 92A and passes through the post-treatment apparatus 50A. The removal target estimated not to be processed by the monitoring measurement item outside the range is removed and the load is reduced. The treated water treated by the post-treatment device 50A flows into the treated water branch pipe 78, flows into the treated water main pipe 75 at the junction 86 via the valve 93A installed in the middle, and the treated water (not shown). It flows out to the tank.

以上の通り、後処理装置50Aを起動させるか停止させるかの判断を制御用水処理装置10で処理された処理水を制御用水質計器20で測定した測定値で行うことができるので、供給原水で判断するのと異なり容易に行うことができ、作業者によるバラツキを無くすことが可能となる。更に、処理水は、本体水処理装置30で処理されたものではなく、本体水処理装置30より小型の制御用水処理装置10で処理されたものであるので処理時間が短く、供給原水の水質が変化した場合のタイムラグを短くすることが可能となる。   As described above, the determination of whether to start or stop the post-treatment device 50A can be performed with the measured value obtained by measuring the treated water treated by the control water treatment device 10 using the control water quality meter 20. Unlike the determination, it can be performed easily, and the variation by the operator can be eliminated. Furthermore, the treated water is not treated by the main body water treatment apparatus 30 but is treated by the control water treatment apparatus 10 that is smaller than the main body water treatment apparatus 30, so that the treatment time is short and the quality of the supplied raw water is low. It becomes possible to shorten the time lag in the case of a change.

実施例2:
図2は、本発明2に係る水処理システムの概略説明図である。本発明に係る水処理システム2は、制御用水処理装置10と、制御用水質計器20と、本体水処理装置30と、演算器40Bと、附帯水処理装置である前処理装置50Bと、制御用流入圧力計器60とを備えている。実施例1と同じ番号は同一の構成を示している。以下、実施例1と異なる点を主に説明する。
Example 2:
FIG. 2 is a schematic explanatory diagram of a water treatment system according to the second aspect of the present invention. The water treatment system 2 according to the present invention includes a control water treatment device 10, a control water quality meter 20, a main body water treatment device 30, a calculator 40B, a pretreatment device 50B as an auxiliary water treatment device, and a control An inflow pressure gauge 60 is provided. The same numbers as those in the first embodiment indicate the same configurations. Hereinafter, differences from the first embodiment will be mainly described.

60は、制御用流入圧力計器であり、分岐点80から分岐し制御用水処理装置10が後続して連結する供給原水支管71に設置され、供給原水支管71を流通し制御用水処理装置10に流入する供給原水の流入圧力を連続して測定し、制御用水処理装置10への水質負荷を監視するようになっていて、一定間隔で測定値を後述する演算器40Bに送るようになっている。   Reference numeral 60 denotes a control inflow pressure gauge, which is installed in a supply raw water branch pipe 71 branched from a branch point 80 and subsequently connected to the control water treatment apparatus 10, flows through the supply raw water branch pipe 71 and flows into the control water treatment apparatus 10. The inflow pressure of the supplied raw water is continuously measured and the water quality load on the control water treatment apparatus 10 is monitored, and the measured values are sent to a calculator 40B described later at regular intervals.

演算器40Bは、制御用水質計器20及び制御用流入圧力計器60より送られてきた各測定値を順次処理して各演算値に変換し、演算器40Bに事前に設定されている所定の各設定値から外れているか否かを判断するようになっている。その結果、設定外と判断した場合、または/及び制御用流入圧力計器60の演算値が所定の設定値の範囲外であると判断した場合、後述する前処理装置50Bを起動させるようになっている。逆に、前処理装置50Bが起動されている場合であって、設定内と判断した場合、且つ制御用流入圧力計器60の演算値が所定の設定値の範囲内であると判断した場合、前処理装置50Bを停止させるようになっている。また、前処理装置50Bが停止されている場合であって、設定内と判断した場合、且つ制御用流入圧力計器60の演算値が所定の設定値の範囲内であると判断した場合、前処理装置50Bは、そのまま停止状態を維持されるようになっている。   The computing unit 40B sequentially processes each measured value sent from the control water quality meter 20 and the control inflow pressure meter 60 to convert it into each computed value, and each predetermined value set in advance in the computing unit 40B. It is determined whether or not the set value is deviated. As a result, when it is determined that it is not set, or / and when it is determined that the calculated value of the control inflow pressure gauge 60 is outside the range of the predetermined set value, a pre-processing device 50B described later is started. Yes. Conversely, when the pre-processing device 50B is activated and it is determined that it is within the setting, and when it is determined that the calculated value of the control inflow pressure gauge 60 is within the range of the predetermined setting value, The processing device 50B is stopped. Further, when the pre-processing device 50B is stopped and it is determined that it is within the setting, and when it is determined that the calculated value of the control inflow pressure gauge 60 is within the range of the predetermined setting value, the pre-processing The device 50B is maintained in a stopped state as it is.

前処理装置50Bは、本体水処理装置30が後続して連結している供給原水本管70から分岐点87で分岐した供給原水支管72に設置され、演算器40Bの指示により起動若しくは停止し、本体水処理装置30にて処理される前の供給原水を処理する本体水処理装置30を補助する装置である。前処理装置50Bに用いられる装置は、実施例1の後処理装置50Aと同一の装置のほか、沈殿池・粉末活性炭接触装置もある。これらの装置の内、どの装置を用いるかは、供給原水や処理目標水質により適宜選択するものとする。   The pretreatment device 50B is installed in the supply raw water branch 72 branched at the branch point 87 from the supply raw water main pipe 70 to which the main body water treatment device 30 is subsequently connected, and is started or stopped according to an instruction from the computing unit 40B. It is an apparatus that assists the main body water treatment apparatus 30 that treats the supply raw water before being treated by the main body water treatment apparatus 30. The apparatus used for the pretreatment apparatus 50B is the same apparatus as the posttreatment apparatus 50A of the first embodiment, and also includes a sedimentation basin / powdered activated carbon contact apparatus. Which of these devices is to be used is appropriately selected depending on the raw water supply and the target water quality.

次に、上記構成からなる水処理システム2において、前処理装置50Bを起動させ、若しくは停止させるフローについて説明する。   Next, a flow for starting or stopping the pretreatment device 50B in the water treatment system 2 configured as described above will be described.

供給原水は、一部が供給原水本管70から分岐点80で分岐している供給原水支管71に流入し、供給原水支管71に設置されている制御用流入圧力計器60を通過することで、供給原水の流入圧力が連続して測定される。制御用流入圧力計器60を通過した供給原水は、供給原水支管71に後続して連結している制御用水処理装置10を通過することで処理され処理水となる。処理水は、制御用水処理装置10に後続して連結している処理水支管76に設置されている制御用水質計器20を通過することで、処理水の監視測定項目が連続して測定される。処理水支管76は、分岐点80より本体水処理装置側の合流点81で供給原水本管70に接続しているので、制御用水質計器20を通過した処理水は、合流点81で供給原水本管70に流入し供給原水の一部となる。尚、制御用水質計器20を通過した処理水は、図示されていない原水槽へ返送させるか、又は排水として処理しても良い。   The raw feed water flows into the feed raw water branch 71 that is branched from the feed raw water main pipe 70 at the branch point 80 and passes through the control inflow pressure gauge 60 installed in the feed raw water branch 71. The feed water inflow pressure is continuously measured. The raw feed water that has passed through the control inflow pressure gauge 60 is treated by passing through the control water treatment apparatus 10 that is connected to the feed raw water branch pipe 71 and then becomes treated water. The treated water passes through the control water quality meter 20 installed in the treated water branch pipe 76 connected to the control water treatment apparatus 10 subsequent to the treated water treatment apparatus 10 so that the monitoring measurement items of the treated water are continuously measured. . Since the treated water branch pipe 76 is connected to the supply raw water main pipe 70 at the junction 81 on the main body water treatment device side from the branch point 80, the treated water that has passed through the control water quality meter 20 is supplied at the junction 81. It flows into the main pipe 70 and becomes a part of the supply raw water. The treated water that has passed through the control water quality meter 20 may be returned to a raw water tank (not shown) or treated as waste water.

制御用流入圧力計器60で連続して測定された流入圧力の測定値及び制御用水質計器20で連続して測定された監視測定項目の測定値は、任意に設定することができる一定の間隔で演算器40Bに送付される。演算器40Bでは、流入圧力の測定値及び監視測定項目の測定値を定められた所定の方式に基づき処理して演算値に変換し、演算器40Bに事前に設定されている所定の各設定値と対比し、設定値の範囲内であるか否か判断する。   The measured value of the inflow pressure continuously measured by the control inflow pressure gauge 60 and the measured value of the monitoring measurement item continuously measured by the control water quality meter 20 are set at regular intervals that can be arbitrarily set. It is sent to the computing unit 40B. In the calculator 40B, the measured value of the inflow pressure and the measured value of the monitoring measurement item are processed based on a predetermined method and converted into calculated values, and each predetermined set value set in advance in the calculator 40B. In contrast, it is determined whether it is within the set value range.

演算器40Bにて、設定内で、且つ制御用流入圧力計器60の演算値が所定の設定値の範囲内であると判断された場合、前処理装置50Bは停止されることになるので、供給原水本管70に設置されているバルブ91Bが開となり、且つ供給原水本管70から分岐点87で分岐している供給原水支管72に設置されているバルブ92B及び前処理装置50Bに後続して連結している供給原水支管73に設置されているバルブ93Bが閉となる。従って、供給原水本管70を流通している供給原水は、前処理装置50Bを通過することなく本体水処理装置30にて処理され処理水となり、処理水本管75を流通し、図示しない処理水タンク等に流出する。   If the calculator 40B determines that the calculated value of the inflow pressure gauge 60 for control is within a predetermined set value range within the setting, the pre-processing device 50B is stopped. The valve 91B installed in the raw water main pipe 70 is opened, and following the valve 92B and the pretreatment device 50B installed in the supply raw water branch pipe 72 branched from the supply raw water main pipe 70 at a branch point 87. The valve 93B installed in the connected supply raw water branch pipe 73 is closed. Therefore, the supply raw water flowing through the supply raw water main 70 is processed by the main body water treatment device 30 without passing through the pretreatment device 50B, becomes treated water, flows through the treatment water main 75, and is not shown. It flows out to the water tank.

逆に、演算器40Bにて、設定外で、または/及び制御用流入圧力計器60の演算値が所定の設定値の範囲外であると判断された場合、前処理装置50Bは起動されることになるので、供給原水本管70に設置されているバルブ91Bが閉となり、且つ供給原水本管70から分岐点87で分岐している供給原水支管72に設置されているバルブ92B及び前処理装置50Bに後続して連結している供給原水支管73に設置されているバルブ93Bが開となる。従って、供給原水本管70を流通している供給原水は、バルブ92Bを経由して供給原水支管72から前処理装置50Bに流入し、前処理装置50Bを通過することで、本体処理装置30では範囲外の監視測定項目により処理されないと推定された若しくは水質負荷が高すぎることで特定された除去対象、が除去・負荷軽減される。前処理装置50Bで処理された供給原水は、供給原水支管73に流入し、途中に設置されているバルブ93Bを経由して合流点88にて供給原水本管70に流入し、供給原水本管70に後続して連結している本体水処理装置30にて処理され処理水となり、処理水本管75を流通し、図示しない処理水タンク等に流出する。   On the other hand, when the calculator 40B determines that the setting value is out of the setting range and / or the calculation value of the control inflow pressure gauge 60 is outside the range of the predetermined setting value, the pre-processing device 50B is started. Therefore, the valve 91B installed in the supply raw water main pipe 70 is closed and the valve 92B installed in the supply raw water branch pipe 72 branched from the supply raw water main pipe 70 at the branch point 87 and the pretreatment device. Valve 93B installed in the supply raw water branch pipe 73 connected subsequent to 50B is opened. Accordingly, the supply raw water flowing through the supply raw water main pipe 70 flows into the pretreatment device 50B from the supply raw water branch pipe 72 via the valve 92B and passes through the pretreatment device 50B. The removal target, which is estimated not to be processed by the monitoring measurement item out of the range or specified by the water quality load being too high, is removed and the load is reduced. The feed raw water treated by the pretreatment device 50B flows into the feed raw water branch pipe 73, and flows into the feed raw water main pipe 70 at a junction 88 via a valve 93B installed on the way. The main body water treatment device 30 connected after the main body 70 is treated and becomes treated water, flows through the treated water main pipe 75, and flows out to a treated water tank (not shown).

以上の通り、実施例2の水処理システム2は、実施例1の水処理システム1の作用の他に更に、制御用流入圧力計器60で測定された流入圧力の測定値を基に前処理装置50Bの起動及び停止を制御することができるので、本体水処理装置30の運転状況の監視を容易に行うことができる。   As described above, the water treatment system 2 according to the second embodiment is a pretreatment device based on the measured value of the inflow pressure measured by the control inflow pressure gauge 60 in addition to the operation of the water treatment system 1 according to the first embodiment. Since starting and stopping of 50B can be controlled, the operation status of the main body water treatment device 30 can be easily monitored.

実施例3:
図3は、本発明3に係る水処理システムの概略説明図である。本発明に係る水処理システム3は、制御用水処理装置10と、本体水処理装置30と、演算器40Cと、附帯水処理装置である前処理装置50Bと、制御用流入圧力計器60とを備えている。即ち、実施例2から制御用水質計器を除去したのが実施例3の水処理システムである。以下実施例2と異なる点を主に説明する。
Example 3:
FIG. 3 is a schematic explanatory diagram of a water treatment system according to the third aspect of the present invention. The water treatment system 3 according to the present invention includes a control water treatment device 10, a main body water treatment device 30, a calculator 40C, a pretreatment device 50B that is an auxiliary water treatment device, and a control inflow pressure gauge 60. ing. That is, the water treatment system of Example 3 is obtained by removing the control water quality meter from Example 2. The differences from the second embodiment will be mainly described below.

演算器40Cは、制御用流入圧力計器60より送られてきた測定値を順次処理して演算値に変換し、演算器40Cに事前に設定されている所定の各設定値から外れているか否かを判断するようになっている。その結果、制御用流入圧力計器60の演算値が所定の設定値の範囲外であると判断された場合、前処理装置50Bを起動させるようになっている。逆に、前処理装置50Bが起動されている場合であって、制御用流入圧力計器60の演算値が所定の設定値の範囲内であると判断された場合、前処理装置50Bを停止させるようになっている。また、前処理装置50Bが停止されている場合であって、制御用流入圧力計器60の演算値が所定の設定値の範囲内であると判断された場合、前処理装置50Bは、そのまま停止状態を維持させるようになっている。   The computing unit 40C sequentially processes the measurement values sent from the control inflow pressure gauge 60 to convert them into computed values, and whether or not they are out of the predetermined set values set in advance in the computing unit 40C. To come to judge. As a result, when it is determined that the calculated value of the control inflow pressure gauge 60 is outside the range of the predetermined set value, the pre-processing device 50B is activated. Conversely, when the pretreatment device 50B is activated and it is determined that the calculated value of the control inflow pressure gauge 60 is within a predetermined set value range, the pretreatment device 50B is stopped. It has become. When the pretreatment device 50B is stopped and it is determined that the calculated value of the control inflow pressure gauge 60 is within a predetermined set value range, the pretreatment device 50B remains in the stopped state. Is supposed to be maintained.

次に、上記構成からなる水処理システム3において、前処理装置50Bを起動させ、若しくは停止させるフローについて説明する。   Next, a flow for starting or stopping the pretreatment device 50B in the water treatment system 3 configured as described above will be described.

供給原水は、一部が供給原水本管70から分岐点80で分岐している供給原水支管71に流入し、供給原水支管71に設置されている制御用流入圧力計器60を通過することで、供給原水の流入圧力が連続して測定される。制御用流入圧力計器60を通過した供給原水は、供給原水支管71に後続して連結している制御用水処理装置10を通過することで処理され処理水となる。処理水は、制御用水処理装置10に後続して連結している処理水支管76を通り、分岐点80より本体水処理装置側の合流点81で接続している供給原水本管70に流入し供給原水の一部となる。尚、制御用水処理装置10で処理された処理水は、図示されていない原水槽へ返送させるか、又は排水として処理しても良い。   The raw feed water flows into the feed raw water branch 71 that is branched from the feed raw water main pipe 70 at the branch point 80 and passes through the control inflow pressure gauge 60 installed in the feed raw water branch 71. The feed water inflow pressure is continuously measured. The raw feed water that has passed through the control inflow pressure gauge 60 is treated by passing through the control water treatment apparatus 10 that is connected to the feed raw water branch pipe 71 and then becomes treated water. The treated water passes through the treated water branch pipe 76 connected to the control water treatment apparatus 10 subsequent to the control water treatment apparatus 10, and flows into the supply raw water main pipe 70 connected at the junction 81 on the main body water treatment apparatus side from the branch point 80. Part of the raw feed water. The treated water treated by the control water treatment apparatus 10 may be returned to a raw water tank (not shown) or treated as waste water.

制御用流入圧力計器60で連続して測定された流入圧力の測定値は、任意に設定することができる一定の間隔で演算器40Cに送付される。演算器40Cでは、流入圧力の測定値を定められた所定の方式に基づき処理して演算値に変換し、演算器40Cに事前に設定されている所定の各設定値と対比し、設定値の範囲内であるか否か判断する。   The measured values of the inflow pressure continuously measured by the control inflow pressure gauge 60 are sent to the computing unit 40C at regular intervals that can be arbitrarily set. In the calculator 40C, the measured value of the inflow pressure is processed based on a predetermined method, converted into a calculated value, and compared with each predetermined set value set in advance in the calculator 40C. Determine whether it is within range.

演算器40Cにて、制御用流入圧力計器60の演算値が所定の設定値の範囲内であると判断された場合、前処理装置50Bは停止されることになるので、供給原水本管70に設置されているバルブ91Bが開となり、且つ供給原水本管70から分岐点87で分岐している供給原水支管72に設置されているバルブ92B及び前処理装置50Bに後続して連結している供給原水支管73に設置されているバルブ93Bが閉となる。従って、供給原水本管70を流通している供給原水は、前処理装置50Bを通過することなく本体水処理装置30にて処理され処理水となり、処理水本管75を流通し、図示しない処理水タンク等に流出する。   When the computing unit 40C determines that the computed value of the control inflow pressure gauge 60 is within the range of the predetermined set value, the pretreatment device 50B is stopped, so the supply raw water main 70 The supply valve 91B which is installed is opened and connected to the supply source water branch pipe 72 branched from the supply raw water main pipe 70 at a branch point 87 and connected to the pretreatment device 50B. The valve 93B installed in the raw water branch pipe 73 is closed. Therefore, the supply raw water flowing through the supply raw water main 70 is processed by the main body water treatment device 30 without passing through the pretreatment device 50B, becomes treated water, flows through the treatment water main 75, and is not shown. It flows out to the water tank.

逆に、演算器40Cにて、制御用流入圧力計器60の演算値が所定の設定値の範囲外であると判断された場合、前処理装置50Bは起動されることになるので、供給原水本管70に設置されているバルブ91Bが閉となり、且つ供給原水本管70から分岐点87で分岐している供給原水支管72に設置されているバルブ92B及び前処理装置50Bに後続して連結している供給原水支管73に設置されているバルブ93Bが開となる。従って、供給原水本管70を流通している供給原水は、バルブ92Bを経由して供給原水支管72から前処理装置50Bに流入し、前処理装置50Bを通過することで、本体処理装置30では水質負荷が高すぎることで特定された除去対象が除去・負荷低減される。前処理装置50Bで処理された供給原水は、供給原水支管73に流入し、途中に設置されているバルブ93Bを経由して合流点88にて供給原水本管70に流入し、供給原水本管70に後続して連結している本体水処理装置30にて処理され処理水となり、処理水本管75を流通し、図示しない処理水タンク等に流出する。   On the other hand, if it is determined by the calculator 40C that the calculated value of the control inflow pressure gauge 60 is outside the range of the predetermined set value, the pretreatment device 50B will be started, so the raw raw water supply The valve 91B installed in the pipe 70 is closed and connected to the valve 92B and the pretreatment device 50B installed in the feed raw water branch pipe 72 branched from the feed raw water main pipe 70 at the branch point 87. The valve 93B installed in the supplied raw water branch pipe 73 is opened. Accordingly, the supply raw water flowing through the supply raw water main pipe 70 flows into the pretreatment device 50B from the supply raw water branch pipe 72 via the valve 92B and passes through the pretreatment device 50B. The removal target specified by the water quality load being too high is removed and the load is reduced. The feed raw water treated by the pretreatment device 50B flows into the feed raw water branch pipe 73, and flows into the feed raw water main pipe 70 at a junction 88 via a valve 93B installed on the way. The main body water treatment device 30 connected after the main body 70 is treated and becomes treated water, flows through the treated water main pipe 75, and flows out to a treated water tank (not shown).

以上の通り、実施例3の水処理システム3は、実施例2の水処理システム2と同様に、制御用流入圧力計器60で測定された流入圧力により前処理装置50Bの起動及び停止を制御することができるので、本体水処理装置30の運転状況の監視を容易に行うことができる。   As described above, the water treatment system 3 of the third embodiment controls the start and stop of the pretreatment device 50B based on the inflow pressure measured by the control inflow pressure gauge 60, similarly to the water treatment system 2 of the second embodiment. Therefore, the operation status of the main body water treatment device 30 can be easily monitored.

1,2,3 水処理システム
10 制御用水処理装置
20 制御用水質計器
30 本体水処理装置
40 演算器
50 附帯水処理装置(前処理装置,後処理装置)
60 制御用流入圧力計器
70 供給原水本管
71,72,73 供給原水支管
75 処理水本管
76,77,78 処理水支管
80,85,87 分岐点
81,86,88 合流点


1, 2 and 3 Water treatment system 10 Water treatment device for control 20 Water quality meter for control 30 Main body water treatment device 40 Calculator 50 Attached water treatment device (pre-treatment device, post-treatment device)
60 Inflow pressure gauge for control 70 Supply raw water main pipe 71, 72, 73 Supply raw water branch pipe 75 Treated water main pipe 76, 77, 78 Treated water branch pipe 80, 85, 87 Branch point 81, 86, 88 Confluence


Claims (5)

供給原水本管から分岐した供給原水支管に後続して連結し、前記供給原水支管に流通している供給原水を処理し処理水とする制御用水処理装置と、
前記制御用水処理装置で処理された処理水を測定する前記制御用水処理装置に後続して連結する処理水支管に設置された制御用水質計器と、
前記供給原水本管に後続して連結し、前記供給原水本管に流通している供給原水を処理し処理水とする前記制御用水処理装置と同一の処理方式の本体水処理装置と、
前記制御用水質計器で測定された測定値及び所定の設定値等を基に、前記本体水処理装置が除去対象を設定値以下に処理できるか判断する演算器と、
前記本体水処理装置に後続して連結する処理水本管または処理水本管から分岐した処理水支管に設置され、前記演算器が前記本体水処理装置では除去対象を設定値以下に処理できないと判断した場合に起動し、前記処理水本管または前記処理水支管に流通している処理水を処理する附帯水処理装置を備えることを特徴とする水処理システム。
A control water treatment device connected to the supply raw water branch branched from the supply raw water main, and treating the supply raw water flowing through the supply raw water branch into treated water;
A control water quality meter installed in a treated water branch connected to the control water treatment device for measuring treated water treated by the control water treatment device;
A main body water treatment device of the same treatment method as the control water treatment device, which is connected to the feed raw water main after the feed raw water and treats the feed raw water distributed in the feed raw water main to treat water.
An arithmetic unit that determines whether the main body water treatment device can process the object to be removed below a set value based on the measured value and a predetermined set value measured by the control water quality meter,
Installed in the treated water main pipe or the treated water branch branched from the treated water main pipe connected to the main body water treatment apparatus, and the computing unit cannot process the removal target below the set value in the main body water treatment apparatus. A water treatment system comprising an auxiliary water treatment device that is activated when judged and treats treated water flowing through the treated water main or the treated water branch.
供給原水本管から分岐した供給原水支管に後続して連結し、前記供給原水支管に流通している供給原水を処理し処理水とする制御用水処理装置と、
前記制御用水処理装置で処理された処理水を測定する前記制御用水処理装置に後続して連結する処理水支管に設置された制御用水質計器と、
前記供給原水本管に後続して連結し、前記供給原水本管に流通している供給原水を処理し処理水とする前記制御用水処理装置と同一の処理方式の本体水処理装置と、
前記制御用水質計器で測定された測定値及び所定の設定値等を基に、前記本体水処理装置が除去対象を設定値以下に処理できるか判断する演算器と、
前記供給原水本管または前記供給原水本管から分岐した供給原水支管に設置され、前記演算器が前記本体水処理装置では除去対象を設定値以下に処理できないと判断した場合に起動し、前記供給原水本管または前記供給原水支管に流通している供給原水を処理する附帯水処理装置を備えることを特徴とする水処理システム。
A control water treatment device connected to the supply raw water branch branched from the supply raw water main, and treating the supply raw water flowing through the supply raw water branch into treated water;
A control water quality meter installed in a treated water branch connected to the control water treatment device for measuring treated water treated by the control water treatment device;
A main body water treatment device of the same treatment method as the control water treatment device, which is connected to the feed raw water main after the feed raw water and treats the feed raw water distributed in the feed raw water main to treat water.
An arithmetic unit that determines whether the main body water treatment device can process the object to be removed below a set value based on the measured value and a predetermined set value measured by the control water quality meter,
The supply raw water main or the supply raw water branch branched from the supply raw water main is started when the computing unit determines that the main body water treatment device cannot process the removal target below a set value, and the supply A water treatment system comprising an auxiliary water treatment device for treating raw water supplied to the raw water main or the supply raw water branch.
前記制御用水処理装置が後続して連結する前記供給原水支管に設置され、前記供給原水支管を経由して前記制御用水処理装置に流入する供給原水の流入圧力を測定する制御用流入圧力計器を備え、
前記演算器は、前記制御用水質計器及び前記制御用流入圧力計器で測定された測定値並びに所定の設定値等を基に、前記本体水処理装置が除去対象を設定値以下に処理できるか及び前記本体水処理装置への流入圧力が設定値以上であるか判断し、
前記附帯水処理装置は、前記演算器が前記本体水処理装置では除去対象を設定値以下に処理できないと判断した場合または/及び前記本体水処理装置への流入圧力が設定値以上であると判断した場合に起動し、前記供給原水本管または前記供給原水支管に流通している供給原水を処理することを特徴とする請求項2に記載の水処理システム。
The control water treatment apparatus is installed in the supply raw water branch pipe to which the control water treatment apparatus is subsequently connected, and includes a control inflow pressure gauge for measuring an inflow pressure of the raw feed water flowing into the control water treatment apparatus through the supply raw water branch pipe. ,
The arithmetic unit is capable of processing the main body water treatment device to be a target to be removed below a set value based on measured values measured by the control water quality meter and the control inflow pressure meter, a predetermined set value, and the like. Determine whether the inflow pressure to the main body water treatment device is higher than a set value,
The auxiliary water treatment device determines that the computing unit determines that the main body water treatment device cannot process the removal target below a set value or / and that the inflow pressure to the main body water treatment device is equal to or higher than the set value. 3. The water treatment system according to claim 2, wherein the water treatment system is activated to treat the feed raw water flowing through the feed raw water main pipe or the feed raw water branch pipe.
供給原水本管から分岐した供給原水支管に後続して連結し、前記供給原水支管に流通している供給原水を処理し処理水とする制御用水処理装置と、
前記制御用水処理装置が後続して連結する前記供給原水支管に設置され、前記供給原水支管を経由して前記制御用水処理装置に流入する供給原水の流入圧力を測定する制御用流入圧力計器と、
前記供給原水本管に後続して連結し、前記供給原水本管に流通している供給原水を処理し処理水とする前記制御用水処理装置と同一の処理方式の本体水処理装置と、
前記制御用流入圧力計器で測定された測定値及び所定の設定値等を基に、前記本体水処理装置への流入圧力が設定値以上であるか判断する演算器と、
前記供給原水本管または前記供給原水本管から分岐した供給原水支管に設置され、前記演算器が前記本体水処理装置への流入圧力が設定値以上であると判断した場合に起動し、前記供給原水本管または前記供給原水支管に流通している供給原水を処理する附帯水処理装置を備えることを特徴とする水処理システム。
A control water treatment device connected to the supply raw water branch branched from the supply raw water main, and treating the supply raw water flowing through the supply raw water branch into treated water;
An inflow pressure gauge for control that is installed in the feed raw water branch to which the control water treatment apparatus is subsequently connected, and that measures the inflow pressure of the feed raw water that flows into the control water treatment apparatus via the feed raw water branch;
A main body water treatment device of the same treatment method as the control water treatment device, which is connected to the feed raw water main after the feed raw water and treats the feed raw water distributed in the feed raw water main to treat water.
An arithmetic unit that determines whether the inflow pressure to the main body water treatment device is equal to or higher than a set value based on the measured value and a predetermined set value measured by the inflow pressure gauge for control,
The supply raw water main or a supply raw water branch branched from the supply raw water main is started when the calculator determines that the inflow pressure to the main body water treatment device is equal to or higher than a set value. A water treatment system comprising an auxiliary water treatment device for treating raw water supplied to the raw water main or the supply raw water branch.
前記制御用水処理装置及び前記本体水処理装置は、膜ろ過装置・砂ろ過装置・繊維ろ過装置のいずれかであることを特徴とする請求項1乃至4のいずれかに記載の水処理システム。



5. The water treatment system according to claim 1, wherein the control water treatment device and the main body water treatment device are any one of a membrane filtration device, a sand filtration device, and a fiber filtration device.



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WO2017115423A1 (en) * 2015-12-28 2017-07-06 三菱重工業株式会社 Water treatment system and water treatment method

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JP2008207090A (en) * 2007-02-26 2008-09-11 Mitsubishi Electric Corp Water treatment method and water treatment apparatus
JP2011110504A (en) * 2009-11-27 2011-06-09 Isomura Hosui Kiko Co Ltd Water purification automatic continuous monitoring device and continuous monitoring system of water purifying process using the same

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WO2017115429A1 (en) * 2015-12-28 2017-07-06 三菱重工業株式会社 Water treatment method and water treatment system
WO2017115423A1 (en) * 2015-12-28 2017-07-06 三菱重工業株式会社 Water treatment system and water treatment method

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