JP5421948B2 - Water treatment system - Google Patents

Water treatment system Download PDF

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JP5421948B2
JP5421948B2 JP2011057721A JP2011057721A JP5421948B2 JP 5421948 B2 JP5421948 B2 JP 5421948B2 JP 2011057721 A JP2011057721 A JP 2011057721A JP 2011057721 A JP2011057721 A JP 2011057721A JP 5421948 B2 JP5421948 B2 JP 5421948B2
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water
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water treatment
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treatment device
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JP2012192333A (en
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匡紀 岩永
泰宏 小野
孝平 毛利
正俊 小川
リサ 奈須
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Suido Kiko Kaisha Ltd
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本発明は、凝集剤・吸着剤・酸化剤・還元剤・酸剤・アルカリ剤等の薬品を供給原水に適量注入し、その後に本体水処理装置にて供給原水を処理する水処理システムに関する。   The present invention relates to a water treatment system in which an appropriate amount of chemicals such as a flocculant, an adsorbent, an oxidizing agent, a reducing agent, an acid agent, and an alkaline agent is injected into a raw water supply, and then the raw raw water is processed by a main body water treatment device.

本体水処理装置単独では除去が困難な除去対象が降雨等の水質変動等により供給原水に含まれると、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供給原水又は処理水の水質を測定し、その測定値等を基に供給原水に含まれている除去対象を除去するために凝集剤・吸着剤・酸化剤・還元剤・酸剤・アルカリ剤等の薬品の内の最適な薬品を選択して供給原水に適量注入し、その後に本体水処理装置で薬品が注入されている供給原水を処理する水処理システムが知られている。   If a removal target that is difficult to remove with the main body water treatment apparatus alone is included in the raw feed water due to water quality fluctuations such as rainfall, the removal target is mixed into the treated water. In order to prevent this, the quality of the raw feed water or treated water is measured, and the flocculant, adsorbent, oxidizing agent, reducing agent, acid is removed to remove the removal target contained in the raw feed water based on the measured value. A water treatment system is known that selects the optimal chemical from chemicals such as chemicals and alkaline agents and injects the appropriate amount into the raw feed water, and then processes the raw feed water into which the chemical is injected by the main body water treatment device. .

従来1の水処理システムとして、図2に示すものが知られている。この水処理システム101は、供給原水を供給原水水質計器111にて測定し、その測定値を演算器121にて順次処理し得られた演算値が演算器121に設定されている所定の設定値を超えた場合、薬品注入ポンプ132を制御して薬品貯蔵槽131に貯蔵されている薬品を供給原水に適量注入し、しかる後にこの供給原水を本体水処理装置141で処理するものである(下記特許文献1参照)。   A conventional water treatment system shown in FIG. 2 is known. This water treatment system 101 measures the supply raw water with the supply raw water quality meter 111, and the calculated value obtained by sequentially processing the measured value with the calculator 121 is a predetermined set value set in the calculator 121. Is exceeded, the chemical injection pump 132 is controlled to inject an appropriate amount of chemical stored in the chemical storage tank 131 into the raw feed water, and then this raw feed water is processed by the main body water treatment device 141 (described below). Patent Document 1).

この水処理システム101は、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場合、薬品の注入を開始する時及び注入を停止する時の判断を容易に行うことができる。しかし、供給原水の測定値を使用しているので、演算器121に設定する所定の設定値及び注入演算式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141単独で除去することが可能な物質に対しても過剰に薬品が注入されてしまう場合、逆に本体水処理装置141単独では除去が困難であるにも拘らず本体水処理装置141単独での処理が可能と判断し薬品が注入されない若しくは注入量が不足してしまう場合等、演算器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、薬品の無駄等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111が汚れることで測定精度が悪化し、薬品注入を開始する時のズレや無注入が生じ、また薬品を適量注入するため演算器121にて行う注入量演算に誤差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111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 101 measures the feed raw water, when the quality of the feed raw water fluctuates, it is possible to easily determine when to start the injection of chemicals and when to stop the injection. However, since the measured value of the feed water is used, it is necessary to perform the predetermined set value and the injection calculation formula set in the calculator 121 for each water treatment plant or treatment plant having different water quality. There is a problem that it depends heavily, and it is still difficult to secure workers, and it is expected that it will become even more difficult in the future. In addition, when an excessive amount of chemicals is injected into a substance that can be removed by the main body water treatment apparatus 141 alone, the main body water treatment apparatus 141 alone is difficult to remove, although the main body water treatment apparatus 141 alone is difficult to remove. When the processing unit 141 is judged to be capable of processing alone and chemicals are not injected or the amount of injection is insufficient, the operator setting the operator varies, resulting in variations or deterioration in the quality of the treated water, and waste of chemicals. There were problems such as. Furthermore, the measurement accuracy is deteriorated due to contamination of the feed raw water quality meter 111 due to the removal target or pollutant, causing deviation or no injection at the start of chemical injection, and is performed by the arithmetic unit 121 to inject an appropriate amount of chemical. There is a problem that an error occurs in the injection amount calculation, and in order to prevent this problem, it is necessary to frequently perform maintenance of the feed raw water quality meter 111, and there is also a problem that it takes cost and labor.

また、別の従来2の水処理システムとして、図3に示すものが知られている。この水処理システム201は、処理水を処理水水質計器211にて測定し、その測定値を演算器121にて順次処理し得られた演算値が演算器121に設定されている所定の設定値を超えた場合、薬品注入ポンプ132を制御して薬品貯蔵槽131に貯蔵されている薬品を供給原水に適量注入し又は供給原水に注入されている薬品を注入停止し若しくは薬品の注入量を変更し、しかる後にこの供給原水を本体水処理装置141で処理するものである(下記特許文献2参照)。   Further, another conventional water treatment system shown in FIG. 3 is known. This water treatment system 201 measures the treated water with the treated water quality meter 211, and the calculated value obtained by sequentially processing the measured value with the calculator 121 is a predetermined set value set in the calculator 121. If it exceeds the limit, the chemical injection pump 132 is controlled to inject an appropriate amount of the chemical stored in the chemical storage tank 131 into the supply raw water, or the injection of the chemical injected into the supply raw water is stopped or the injection amount of the chemical is changed. Then, after that, the supplied raw water is treated by the main body water treatment device 141 (see Patent Document 2 below).

この水処理システム201は、処理水を測定しているので、供給原水の水質が悪化し本体水処理装置単独では除去対象を処理できない場合に、適正な薬品の注入開始を行うには適している。しかし、供給原水の水質が安定した後において、供給原水に注入されている薬品を注入停止し若しくは薬品の注入量を減少させる時の判断が困難という不具合点があった。更に、本体水処理装置141で処理した処理水を測定した測定値を用いて供給原水に対し薬品を適量注入しているので、本体水処理装置141で処理している間に供給原水の水質が変わった場合、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。   Since this water treatment system 201 measures treated water, it is suitable for starting the injection of appropriate chemicals when the quality of the raw feed water deteriorates and the main body water treatment device alone cannot treat the removal target. . However, after the quality of the raw feed water is stabilized, there is a problem that it is difficult to make a judgment when stopping the injection of the chemical injected into the raw feed water or reducing the injection amount of the chemical. Furthermore, since an appropriate amount of chemicals is injected into the supply raw water using the measurement value obtained by measuring the treated water treated by the main body water treatment device 141, the quality of the supply raw water is improved during the treatment by the main body water treatment device 141. When changed, there was a problem that treated water with incomplete treatment was mixed into the treated water side.

また、別の従来3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301は、供給原水を供給原水水質計器111にて測定すると共に処理水を処理水水質計器211にて測定し、その両測定値を演算器121にて順次処理し得られた演算値が演算器121に設定されている所定の設定値を超えた場合、薬品注入ポンプ132を制御し薬品貯蔵槽131に貯蔵されて薬品の内より最適な薬品を選択し供給原水に適量注入し、しかる後にこの供給原水を本体水処理装置141で処理するものである(下記特許文献3参照)。   Further, another conventional water treatment system shown in FIG. 4 is known. This water treatment system 301 measures the feed raw water with the feed raw water quality meter 111 and measures the treated water with the treated water quality meter 211, and the computation obtained by sequentially processing both measured values with the computing unit 121. When the value exceeds a predetermined set value set in the calculator 121, the chemical injection pump 132 is controlled and stored in the chemical storage tank 131, and the optimal chemical is selected from the chemicals and injected into the supply raw water. After that, this raw raw water is treated by the main body water treatment device 141 (see Patent Document 3 below).

この水処理システム301は、薬品注入を開始する時と停止する時の判断を容易に行える。しかし、本体水処理装置141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111と処理水水質計器211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141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に、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、供給原水水質計器111に異常が発生した場合,薬品注入を停止する時の判断を誤る不具合点があった。更に、除去対象や汚濁物質により供給原水水質計器111が汚れることで測定精度が悪化し、薬品注入を開始する時にズレや無注入が生じ、また薬品を適量注入するため演算器121にて行う注入量演算に誤差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111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、特に供給原水側の水質計器は、高価であるにも拘らず制御のために供給原水側と処理水側の両方に設置する必要があり、初期の設備投資費用が高くなると共に、水質計器の個数が増加するので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もあった。   The water treatment system 301 can easily determine when to start and stop chemical injection. However, since it takes a certain amount of time to process the raw feed water and treat it with the main body water treatment device 141, a time lag occurs when trying to measure the same target with the feed raw water quality meter 111 and the treated water quality meter 211. In addition, when an object to be removed that cannot be removed by the main body water treatment device 141 is mixed into the raw feed water, there is a problem that treated water with incomplete treatment enters the treated water side. In addition, when an abnormality occurs in the feed raw water quality meter 111, there is a problem that the judgment when stopping the chemical injection is wrong. Furthermore, the measurement accuracy deteriorates due to contamination of the feed raw water quality meter 111 due to the removal target or pollutant, causing deviation or no injection when starting chemical injection, and injection performed by the calculator 121 to inject an appropriate amount of chemical. There is a problem that an error occurs in the amount calculation, and in order to prevent this problem, it is necessary to frequently perform maintenance of the feed raw water quality meter 111, and there is a problem that costs and labor are required. In addition, water quality meters, especially water quality meters on the supply raw water side, are expensive and need to be installed on both the supply raw water side and the treated water side for control. At the same time, since the number of water quality meters increases, the maintenance becomes complicated, and there is a problem that costs and labor are required.

更に、別の従来4の水処理システムとして、薬品を注入した供給原水の一部を本体水処理装置とは別の小型水処理装置にて測定し、その測定値を演算器にて順次処理し得られた演算値が演算器に設定されている所定の設定値を超えた場合、薬品注入ポンプを制御して薬品貯蔵槽に貯蔵されている薬品を供給原水に適量注入し、又は薬品注入ポンプを制御し供給原水に注入されている薬品を注入停止し若しくは薬品の注入量を変更し、しかる後にこの供給原水を本体水処理装置で処理する水処理システムが知られている(下記特許文献4参照)。   Furthermore, as another conventional water treatment system, a part of the raw water supplied with chemicals is measured by a small water treatment device different from the main body water treatment device, and the measured values are sequentially processed by an arithmetic unit. When the calculated value exceeds the set value set in the calculator, the chemical injection pump is controlled to inject an appropriate amount of chemical stored in the chemical storage tank into the raw water supply, or the chemical injection pump Is controlled to stop the injection of chemicals injected into the raw raw water or change the injection amount of the chemicals, and then treat the supplied raw water with the main body water treatment device (Patent Document 4 below) reference).

この水処理システムは、短いタイムラグで薬品の注入量を最適にコントロールし、本体水処理装置で処理している間に供給原水の水質が変わり、処理が不完全な処理水が処理水側へ混入する不具合点の解決を図ったものである。処理水の水質を測定するので処理水の水質が悪化した場合に適正な薬品の注入開始を行うには適している。しかし、薬品が注入されている処理水を測定するので、供給原水の水質が安定した後において供給原水に注入されている薬品を注入停止し若しくは薬品の注入量を変更する時の判断が困難という不具合点があった。更に、薬品を注入した供給原水を小型水処理装置にて処理した処理水を測定しているので、薬品の使用量が多くなるとの不具合点もあった。   This water treatment system optimally controls the injection rate of chemicals with a short time lag, changes the quality of the raw feed water while it is being treated by the main body water treatment device, and incompletely treated water enters the treated water side. This is intended to solve the problems that occur. Since the quality of the treated water is measured, it is suitable for starting an appropriate chemical injection when the quality of the treated water deteriorates. However, since the treated water into which the chemical is injected is measured, it is difficult to judge when the injection of the chemical injected into the supply raw water is stopped or the injection amount of the chemical is changed after the quality of the raw water is stabilized There was a defect. Furthermore, since the treated water obtained by treating the raw water supplied with chemicals with a small water treatment device is measured, there is a problem that the amount of chemicals used increases.

特開2007−98236JP2007-98236 特開平10−165934JP-A-10-165934 特開平07−299472JP 07-299472 A 特開平05−146608JP 05-146608

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、薬品注入ポンプを制御し供給原水に薬品を注入し又は供給原水に注入されている薬品を注入停止し若しくは薬品の注入量を変更する場合、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、薬品の無駄の防止と、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 the chemical injection pump is controlled to inject the chemical into the supply raw water, or to stop the injection of the chemical injected into the supply raw water, or to change the injection amount of the chemical, the predetermined setting value set in the calculator Can be set without depending on the experience of the operator, even if the operator who sets the setting value etc. in the calculator is different, the variation in the quality of the treated water can be eliminated, and the waste of chemicals can be prevented, To provide a water treatment system capable of obtaining reliable and good treated water quality.

また、別の目的は、供給原水の水質が安定した後において、演算器が、処理水の測定値及び所定の設定値等を基に、薬品注入ポンプを制御し供給原水に注入されている薬品を注入停止し若しくは薬品の注入量を変更することができ、供給原水に注入する薬品の使用量を減少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 purpose is that, after the quality of the raw feed water is stabilized, the computing unit controls the chemical injection pump based on the measured value of the treated water and the predetermined set value, and is injected into the raw feed water. It is to provide a water treatment system that can stop the injection or change the injection amount of the chemical, and can reduce the usage of the chemical injected into the raw feed water.

また、別の目的は、演算器が、処理水の測定値及び所定の設定値等を基に、薬品注入ポンプを制御し供給原水に薬品をタイムリーに注入することができ、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。   Another purpose is that the computing unit can control the chemical injection pump based on the measured value of the treated water and the set value, etc., and inject the chemical into the raw water supply in a timely manner, and the processing is incomplete. It is providing the water treatment system which can prevent that a treated water mixes into the treated water side.

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.

上記目的を達成するため、本発明に係る水処理システムは、供給原水の一部を処理して処理水とする薬品注入制御用水処理装置と、前記薬品注入制御用水処理装置にて処理された処理水を測定する処理水水質計器と、前記処理水水質計器にて測定された測定値、前記測定値を定められた所定の方式に基づき処理して変換された演算値、及び前記演算値に対する所定の設定値を基に、薬品注入ポンプを制御し選択された薬品を薬品貯蔵槽より供給原水に適量注入し又は供給原水に注入されている薬品を注入停止し若しくは薬品の注入量を変更する演算器と、前記演算器により薬品が適量注入され又は注入されている薬品が注入停止され若しくは薬品の注入量が変更された供給原水を処理して処理水とする前記薬品注入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 the present invention includes a chemical injection control water treatment device that treats a part of raw feed water to obtain treated water, and a treatment treated by the chemical injection control water treatment device A treated water quality meter for measuring water, a measured value measured by the treated water quality meter, a calculated value obtained by processing the measured value based on a predetermined method, and a predetermined value for the calculated value set value of the basis of the arithmetic to change the appropriate amount injected or chemicals that are injected are in the supply raw water to stop or injection of chemicals to the feed raw water from the chemical reservoir to selected chemicals to control the dosing pump The same as the water treatment device for chemical injection to treat the raw material water into which the appropriate amount of chemical is injected by the calculator or the injection of the injected chemical is stopped or the injection amount of the chemical is changed to be treated water of It is characterized in further comprising a body water treatment device management method.

また、本発明に係る水処理システムは、前記薬品注入制御用水処理装置及び前記本体水処理装置は、膜ろ過装置又は砂ろ過装置又は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。   The water treatment system according to the present invention is characterized in that the chemical treatment water treatment device and the main body water treatment device are either a membrane filtration device, a sand filtration device, or a fiber filtration device. .

また、本発明に係る水処理システムは、前記薬品注入制御用水処理装置及び前記本体水処理装置は、前処理装置を備えていることを特徴とするものである。   In the water treatment system according to the present invention, the chemical treatment water treatment apparatus and the main body water treatment apparatus include a pretreatment device.

上記構成を備えた本発明の水処理システムによれば、演算器が、薬品注入制御用水処理装置にて処理された処理水の測定値及び所定の設定値等を基に薬品注入ポンプを制御し、選択された薬品を貯蔵されている薬品貯蔵槽より供給原水に適量注入し又は供給原水に注入されている薬品を注入停止し若しくは薬品の注入量を変更するので、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処理水の設定値等を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、薬品の無駄の防止と確実で良好な処理水質を得ることができる。   According to the water treatment system of the present invention having the above-described configuration, the arithmetic unit controls the chemical injection pump based on the measured value of the treated water processed by the chemical injection control water treatment device and the predetermined set value. The appropriate amount of the selected medicine is injected from the stored chemical storage tank into the supply raw water, or the injection of the chemical injected into the supply raw water is stopped or the injection amount of the chemical is changed. The set value or the like becomes the set value or the like for the treated water, and the operator can set the set value or the like of the treated water without depending on experience. Therefore, it is possible to eliminate variations in the quality of the treated water treated by the main body water treatment device even if the operator who sets the setting value etc. in the computing unit is different, preventing waste of chemicals and ensuring a reliable and good treated water quality. Can be obtained.

更に、本発明の水処理システムは、演算器が、薬品注入前の供給原水の一部を薬品注入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薬品注入ポンプを制御し、供給原水に注入されている薬品を注入停止し若しくは薬品の注入量を変更するので、供給原水の水質が安定した後において薬品を注入停止し若しくは薬品の注入量の変更を容易に行うことができ、薬品の使用量の減少を図ることができる。   Furthermore, in the water treatment system of the present invention, the computing unit controls the chemical injection pump based on the measured value of the treated water obtained by treating a part of the supply raw water before chemical injection with the chemical treatment control water treatment device, Stops the injection of chemicals injected into the raw water or changes the amount of chemicals to be injected. After the water quality of the raw water has stabilized, the injection of chemicals can be stopped or the injection amount of chemicals can be easily changed. The amount of chemicals used can be reduced.

更に、本発明の水処理システムは、演算器が、薬品注入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薬品注入ポンプを制御し、選択された薬品を貯蔵されている薬品貯蔵槽より供給原水に適量注入し又は供給原水に注入されている薬品を注入停止し若しくは薬品の注入量を変更するので、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るので、供給原水の水質が悪化した場合に薬品の注入をタイムリーに行うことができ、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, the computing unit controls the chemical injection pump based on the measured value obtained by measuring the treated water treated by the chemical treatment control water treatment device, and the selected chemical is stored. Inject appropriate amount from the chemical storage tank into the supply raw water, or stop the injection of chemicals injected into the supply raw water or change the injection amount of chemicals, so the time lag is shorter than using the treated water treated by the main body water treatment device. Therefore, when the quality of the raw feed water is deteriorated, the chemical can be injected in a timely manner, and the treated water incompletely treated can be prevented from being mixed into the treated water side.

更に、本発明の水処理システムは、薬品注入制御用水処理装置にて処理した処理水を測定するので、水質計器の汚れによる測定精度の悪化を防止し、測定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、維持管理費の低減を図ることができる。   Furthermore, the water treatment system of the present invention measures the treated water treated by the water treatment device for chemical injection control, so that the measurement accuracy is prevented from deteriorating due to dirt on the water quality instrument, and the measurement instrument is only intended to remove dirt. Maintenance is not required, and maintenance costs can be reduced.

更に、制御用の水質計器は、薬品注入制御用水処理装置にて処理された処理水を測定する処理水水質計器だけであり、供給原水側に設置する特に高価な供給原水水質計器を不要とし、初期の設備投資費用を低く抑えることができる。   Furthermore, the control water quality meter is only a treated water quality meter that measures the treated water treated by the chemical injection control water treatment device, and does not require a particularly expensive feed raw water quality meter installed on the feed raw water side, The initial capital investment cost can be kept low.

本発明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 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

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.

図1は、本発明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、薬品注入制御用水処理装置10と、処理水水質計器20と、演算器30と、本体水処理装置40、とを備えている。   FIG. 1 is a schematic explanatory diagram of a water treatment system according to the present invention. The water treatment system 1 according to the present invention includes a chemical treatment control water treatment device 10, a treated water quality meter 20, a calculator 30, and a main body water treatment device 40.

薬品注入制御用水処理装置10は、後述する本体水処理装置40と同一の処理方式で供給原水をろ過することができる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、薬品注入制御用水処理装置10で処理された処理水の水質と、本体水処理装置40で処理された処理水の水質とは同一となる。本実施形態では、本体水処理装置40がUF膜の膜ろ過単独装置であるので、薬品注入制御用水処理装置10もUF膜の膜ろ過単独装置である。尚、本体水処理装置40が砂ろ過単独装置であれば、薬品注入制御用水処理装置10も砂ろ過単独装置となり、本体水処理装置40が前処理装置を有する砂ろ過装置であれば、薬品注入制御用水処理装置10も前処理装置を有する砂ろ過装置となる。薬品注入制御用水処理装置10は、除去対象を除去するための薬品が注入される前の供給原水の一部を導入して処理し、処理水は全量が後述する処理水水質計器20に流入するようになっている。尚、供給原水とは、本発明の水処理システム1に供給される原水の称呼である。従って、雨水等の原水の他に、貯水槽にて沈殿等の前処理が行われた処理水も水処理システム1に導入されるときには供給原水となる。また、水処理装置と本発明の水処理システム1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1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、水処理システム1にて処理された処理水、即ち薬品注入制御処理装置10若しくは本体処理装置40で処理された処理水を言う。   The chemical injection control water treatment device 10 is a small water treatment device capable of filtering the raw feed water by the same treatment method as the main body water treatment device 40 described later. Therefore, if the supply raw water is the same, the quality of the treated water treated by the chemical injection control water treatment device 10 and the quality of the treated water treated by the main body water treatment device 40 are the same. In the present embodiment, since the main body water treatment device 40 is a single UF membrane filtration device, the chemical treatment water treatment device 10 is also a single UF membrane filtration device. If the main body water treatment device 40 is a sand filtration single device, the chemical injection control water treatment device 10 is also a sand filtration single device. If the main body water treatment device 40 is a sand filtration device having a pretreatment device, chemical injection is performed. The control water treatment device 10 is also a sand filtration device having a pretreatment device. The chemical injection control water treatment apparatus 10 introduces and processes a part of the supply raw water before the chemical for removing the removal target is injected, and the entire amount of the treated water flows into the treated water quality meter 20 described later. It is like that. The supplied raw water is a name of raw water supplied to the water treatment system 1 of the present invention. Accordingly, in addition to raw water such as rain water, treated water that has been subjected to pretreatment such as precipitation in a water storage tank is also supplied raw water when introduced into the water treatment system 1. In addition, when the water treatment apparatus and the water treatment system 1 of the present invention are connected, the treated water treated by the preceding water treatment apparatus changes its name as the feed raw water when it is introduced into the subsequent water treatment system 1. . The treated water refers to treated water treated by the water treatment system 1, that is, treated water treated by the chemical injection control processing apparatus 10 or the main body processing apparatus 40.

処理水水質計器20は、薬品注入制御用水処理装置10で処理した処理水の水質を測定する計器で、単数又は複数の計器で構成される。供給原水に、本体水処理装置40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監視するための監視測定項目は、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。)・微粒子等である。従って、処理水水質計器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複数の計器で通常は構成される。しかし、供給原水に含まれる除去対象が限定され、その除去対象を特定するための監視測定項目を測定できる計器が単数でよい場合には、処理水水質計器20は単数の計器で構成される。処理水水質計器20は、流入した処理水を連続して測定し、一定間隔で測定値を演算器に送るようになっている。   The treated water quality meter 20 is a meter that measures the quality of treated water treated by the chemical treatment control water treatment device 10 and is constituted by one or a plurality of meters. 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 40 are turbidity, chromaticity, ultraviolet absorbance, electrical conductivity, oxidation-reduction potential, and pH value. STR (Abbreviation of Suction Time Ratio, meaning suction time ratio), fine particles, and the like. Therefore, the treated water quality meter 20 is usually composed of a plurality of meters so that the above-mentioned monitoring measurement items can be measured. However, when the removal target contained in the feed raw water is limited and only one instrument that can measure the monitoring measurement item for specifying the removal object is required, the treated water quality meter 20 is composed of a single instrument. The treated water quality meter 20 continuously measures the inflowed treated water and sends measured values to the computing unit at regular intervals.

演算器30は、処理水水質計器20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30に事前に設定されている所定の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、ある監視測定項目Aについての演算値が所定の設定値の範囲外である場合には、監視測定項目Aにより特定された除去対象Bを除去するのに最適な薬品Cが貯蔵されている薬品貯蔵槽31Cを選択し、演算器30に事前に設定されている注入演算式及び供給原水の流量等に基づき除去対象Bを除去することが可能な注入量の薬品Cを薬品注入ポンプ32を制御して供給原水に注入するようになっている。また、特定の薬品Dが貯蔵されている薬品貯蔵槽31Dより薬品Dが注入されている場合であって、演算値が所定の設定値の範囲内にある場合には、薬品注入ポンプ32を制御して供給原水への薬品Dを注入停止するようになっている。更に、特定の薬品Eが貯蔵されている薬品貯蔵槽31Eより薬品Eが注入されている場合であって、演算値が所定の設定値より範囲外であるが、所定の設定値との差が従前に測定した時より変更になっている場合には、注入演算式に基づき注入されている薬品Eの注入量を変更するようになっている。尚、薬品貯蔵槽31に貯蔵される薬品は、上述の監視測定項目により特定される除去対象を除去するための薬品で、凝集剤・粉末活性炭・次亜塩素酸ナトリウム・オゾン・重亜硫酸ナトリウム・チオ硫酸ナトリウム・硫酸等の酸剤・カセイソーダ等のアルカリ剤等々の薬品であり、それぞれ別々の薬品貯蔵槽31に貯蔵されているので、薬品貯蔵槽31は通常は複数で構成されている。しかし、処理水水質計器20が単数の計器で構成され、その計器が測定する監視測定項目で特定される除去対象が特定の単数で、その除去対象を除去する薬品が単数でよい場合には、薬品貯蔵槽31は単数で構成される。尚、凝集剤としては、硫酸アルミニウム・ポリ塩化アルミニウム・塩化第二鉄・ポリシリカ鉄等の無機凝集剤、アニオン系高分子凝集剤・カチオン系高分子凝集剤・ノニオン系高分子凝集剤等の有機凝集剤のいずれでも良く、これらの凝集剤を単独若しくは複数で用いても良い。   The computing unit 30 sequentially processes the measurement values sent from the treated water / water quality meter 20 and converts them into computed values, and determines whether or not a predetermined set value set in advance in the computing unit 30 is deviated. It is supposed to be. As a result, when the calculated value for a certain monitoring measurement item A is outside the range of the predetermined set value, the medicine C optimal for removing the removal target B specified by the monitoring measurement item A is stored. The chemical storage tank 31C is selected, and the chemical injection pump 32 is supplied with an injection amount of the chemical C that can be removed from the removal target B based on the injection calculation formula set in advance in the calculator 30 and the flow rate of the supply raw water. Is controlled and injected into the raw water supply. Further, when the medicine D is injected from the medicine storage tank 31D in which the specific medicine D is stored and the calculated value is within a predetermined set value range, the medicine injection pump 32 is controlled. Thus, the injection of the chemical D into the raw water supply is stopped. Furthermore, when the medicine E is injected from the medicine storage tank 31E in which the specific medicine E is stored, the calculated value is out of the predetermined set value, but the difference from the predetermined set value is In the case where the change has been made since the previous measurement, the injection amount of the medicine E injected is changed based on the injection calculation formula. In addition, the chemical | medical agent stored in the chemical | medical agent storage tank 31 is a chemical | medical agent for removing the removal object specified by the above-mentioned monitoring measurement item, flocculant, powder activated carbon, sodium hypochlorite, ozone, sodium bisulfite, Since chemicals such as acid agents such as sodium thiosulfate and sulfuric acid and alkaline agents such as caustic soda are stored in separate chemical storage tanks 31, the chemical storage tanks 31 are usually composed of a plurality. However, when the treated water quality meter 20 is composed of a single meter, the removal target specified by the monitoring measurement item measured by the meter is a specific single number, and the chemical for removing the removal target may be a single number, The chemical storage tank 31 is composed of a single unit. As the flocculant, inorganic flocculants such as aluminum sulfate, polyaluminum chloride, ferric chloride, polysilica iron, and organic flocculants such as anionic polymer flocculants, cationic polymer flocculants, and nonionic polymer flocculants are used. Any of the flocculants may be used, and these flocculants may be used alone or in combination.

本体水処理装置40は、UF膜の膜ろ過単独装置である。但し、本体水処理装置40は、供給原水や処理目標水質に対応して変更することができるようになっている。従って、MF膜若しくNF膜若しくはRO膜のいずれかの膜を使用した膜ろ過単独装置であっても良く、前処理装置を有するUF膜若しくはMF膜若しくNF膜若しくはRO膜のいずれかの膜を使用した膜ろ過装置であっても良い。更に、膜ろ過装置ではなく清澄ろ過若しくは粗ろ過の砂ろ過単独装置であっても良く、更に、前処理装置を有する清澄ろ過若しくは粗ろ過の砂ろ過装置であっても良い。尚、前処理装置とは、凝集単独装置・普通沈殿単独装置・凝集沈澱装置・砂ろ過装置・繊維ろ過装置等をいう。   The main body water treatment device 40 is a single UF membrane filtration device. However, the main body water treatment device 40 can be changed according to the supply raw water or the treatment target water quality. Therefore, it may be a membrane filtration single device using either MF membrane or NF membrane or RO membrane, either UF membrane or MF membrane or NF membrane or RO membrane having a pretreatment device. A membrane filtration device using a membrane may be used. Furthermore, it may be a clarification or coarse filtration sand filtration single device instead of a membrane filtration device, or a clarification or coarse filtration sand filtration device having a pretreatment device. The pretreatment device refers to a coagulation single device, a normal precipitation single device, a coagulation sedimentation device, a sand filtration device, a fiber filtration device, and the like.

次に、上記構成からなる水処理システム1において、供給原水に薬品を適量注入し又は供給原水に注入している薬品を注入停止し若しくは薬品の注入量を変更するフローについて説明する。   Next, in the water treatment system 1 having the above-described configuration, a flow for injecting an appropriate amount of chemical into the supply raw water or stopping injection of the chemical injected into the supply raw water or changing the injection amount of the chemical will be described.

除去対象を除去するための薬品が注入されていない供給原水は、一部が供給原水本管50から分岐点51で分岐している供給原水支管52に流入し、供給原水支管52に設置されている薬品注入制御用水処理装置10を通過することで処理され処理水となる。処理水は、薬品注入制御用水処理装置10に後続している処理水管53に設置されている処理水水質計器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。処理水水質計器20に後続する処理水管53は、分岐点51より本体水処理装置側の合流点54で供給原水本管50に接続しているので、処理水水質計器20を通過した処理水は、合流点54で供給原水本管50に流入し供給原水と合流するようになっている。尚、処理水水質計器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。   A part of the supply raw water into which the chemical for removing the removal target has not been injected flows into the supply raw water branch 52 that branches off at the branch point 51 from the supply raw water main pipe 50 and is installed in the supply raw water branch 52. It passes through the chemical injection control water treatment apparatus 10 and is treated to become treated water. The treated water passes through the treated water quality meter 20 installed in the treated water pipe 53 that follows the chemical treatment control water treatment apparatus 10, whereby the monitored measurement items of the treated water are continuously measured. Since the treated water pipe 53 following the treated water quality meter 20 is connected to the supply raw water main pipe 50 at the junction 54 on the main body water treatment device side from the branch point 51, the treated water passing through the treated water quality meter 20 is At the junction 54, the water flows into the supply raw water main pipe 50 and merges with the supply raw water. The treated water that has passed through the treated water quality meter 20 may be returned to a raw water tank (not shown) or treated as waste water.

処理水水質計器20で連続して測定された各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30に送付される。演算器30では、各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30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が判断される。   The measured values of each monitoring measurement item continuously measured by the treated water quality meter 20 are sent to the computing unit 30 at regular intervals that can be arbitrarily set. The computing unit 30 processes the measured values of each monitoring measurement item based on a predetermined method, converts them into computed values, compares them with the prescribed set values set in advance in the computing unit 30, and sets the set values. It is determined whether it is within the range.

その結果、演算値が設定値の範囲内で、且つ本体水処理装置40で処理する供給原水に薬品が注入されていない場合には、供給原水には薬品貯蔵庫31からの薬品は注入されず、薬品の注入されない供給原水が、本体水処理装置40にて処理され処理水となる。   As a result, when the calculated value is within the set value range and the chemical is not injected into the supply raw water to be processed by the main body water treatment device 40, the chemical from the chemical storage 31 is not injected into the supply raw water. Supply raw water into which no chemical is injected is treated by the main body water treatment device 40 to become treated water.

また、演算値が設定値の範囲内ではあるが、薬品注入ポンプ32の制御で薬品貯蔵槽31より特定の薬品が注入されている場合には、薬品注入ポンプ32が制御され、薬品貯蔵槽31より注入されている薬品の注入が停止され、薬品の注入が停止された供給原水が、本体水処理装置40にて処理され処理水となる。   When the calculated value is within the set value range, but when a specific medicine is injected from the medicine storage tank 31 by the control of the medicine injection pump 32, the medicine injection pump 32 is controlled and the medicine storage tank 31. The supply of raw chemical water in which the injection of the injected chemicals is stopped and the injection of the chemicals is stopped is processed by the main body water treatment device 40 to become treated water.

逆に、演算値が設定値の範囲外で、且つ従前は供給原水に薬品が注入されていない場合には、範囲外の監視測定項目により特定された除去対象を除去するのに最適な薬品が貯蔵されている薬品貯蔵槽31を選択し、演算器30に事前に設定されている注入演算式に基づいた適量が、合流点54より本体水処理装置側の接続点55で供給原水本管50に接続している薬品導入管56を通して供給原水に注入され、この薬品が注入された供給原水が、本体水処理装置40にて処理され処理水となる。   Conversely, if the calculated value is outside the set value range and no chemical has been injected into the raw feed water, the optimal chemical for removing the target to be removed specified by the monitoring measurement item outside the range is not available. The stored chemical storage tank 31 is selected, and an appropriate amount based on the injection calculation formula set in advance in the calculator 30 is supplied at the connection point 55 on the main body water treatment apparatus side from the junction 54 to the raw water main pipe 50 The raw material water is injected into the raw raw water through the chemical introduction pipe 56 connected to the main raw water treatment device 40 and becomes the treated water.

演算値が設定値の範囲外で、範囲外の監視測定項目により特定された除去対象を除去するための薬品が、従前は供給原水に注入ポンプ32の制御で薬品貯蔵槽31より注入されている場合には、演算器30に事前に設定されている注入演算式に基づいた適量が演算され、従前注入されている注入量と対比されて過不足が判断され、過不足が生じた場合には、供給原水本管50に接続している薬品導入管56を通して供給原水に注入されている薬品の注入量を変更し、この薬品の注入量が変更された供給原水が、本体水処理装置40にて処理され処理水となる。   The calculated value is outside the set value range, and the chemical for removing the removal target specified by the monitoring measurement item outside the range has been previously injected into the supply raw water from the chemical storage tank 31 under the control of the injection pump 32. In this case, an appropriate amount is calculated based on the injection calculation formula set in advance in the arithmetic unit 30, and it is compared with the injection amount that has been previously injected. The amount of chemical injected into the supply raw water through the chemical introduction pipe 56 connected to the supply raw water main pipe 50 is changed, and the supply raw water having the changed chemical injection amount is supplied to the main body water treatment device 40. To be treated.

以上の通り、演算器30が、処理水水質計器20にて測定された処理水の測定値並びに演算器30に事前に設定されている所定の設定値及び注入演算式を基に薬品注入ポンプ32を制御し、選択された薬品を貯蔵されている薬品貯蔵槽31より供給原水に適量注入し又は供給原水に注入されている薬品を注入停止し若しくは薬品の注入量を変更するので、演算器30に設定する所定の設定値及び注入演算式を処理水についての設定値及び注入演算式とすることができ、作業者の経験に頼ることなく設定することが可能となる。従って、演算器30に所定の設定値及び注入演算式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、薬品の無駄の防止と確実で良好な処理水質を得ることが可能となる。   As described above, the chemical injection pump 32 is calculated based on the measured value of the treated water measured by the treated water quality meter 20 and the predetermined set value and injection calculation formula set in advance in the calculator 30. Since the selected chemical is injected into the supply raw water from the chemical storage tank 31 where the selected chemical is stored, the injection of the chemical injected into the supply raw water is stopped or the injection amount of the chemical is changed. The predetermined set value and the injection calculation formula to be set can be the set value and injection calculation formula for the treated water, and can be set without depending on the experience of the operator. Therefore, it is possible to eliminate variations in the quality of the treated water even if the operator who sets the predetermined set value and the injection calculation formula in the computing unit 30 is different, thereby preventing the waste of chemicals and obtaining a reliable and good treated water quality. Is possible.

また、除去対象を除去するための薬品が注入されていない供給原水を本体水処理装置40と同一の処理方式である薬品注入制御用水処理装置10で処理した処理水の測定値並びに所定の設定値及び注入演算式を基に薬品の注入を判断するので、本体水処理装置40単独では除去できない除去対象の存在を容易に判断することが可能となり、除去対象を除去するための適正な薬品の選択と組合せを容易に行うことが可能となる。   Moreover, the measured value of the treated water treated with the chemical treatment control water treatment apparatus 10 which is the same treatment method as the main body water treatment apparatus 40 and the predetermined set value of the supply raw water not injected with the chemical for removing the removal target Since the injection of the chemical is determined based on the injection arithmetic expression, it is possible to easily determine the existence of the removal target that cannot be removed by the main body water treatment device 40 alone, and selection of an appropriate chemical for removing the removal target. And can be easily combined.

更に、除去対象を除去するための薬品が注入されていない供給原水を薬品注入制御用水処理装置10で処理した処理水の測定値並びに所定の設定値及び注入演算式を基に演算器30が判断するので、供給原水に注入されている薬品を供給原水の水質が安定した後に注入停止し若しくは注入量を変更することが可能となり、従って、薬品の使用量を減少することが可能となる。更に、薬品が注入されていない供給原水の一部を薬品注入制御用水処理装置10で処理した処理水を測定した測定値を用いているので、薬品の使用量を減少することが可能となる。   Further, the computing unit 30 makes a judgment based on the measured value of the treated water obtained by treating the raw water supplied with no chemical for removing the removal target with the chemical injection control water treatment device 10, the predetermined set value, and the injection arithmetic expression. Therefore, it is possible to stop the injection or change the injection amount of the chemical injected into the supply raw water after the quality of the water of the supply raw water becomes stable, and thus it is possible to reduce the amount of the chemical used. Further, since the measured value obtained by measuring the treated water obtained by treating a part of the supply raw water into which the chemical is not injected with the chemical treatment control water treatment apparatus 10 is used, the amount of chemical used can be reduced.

更に、供給原水の一部を薬品注入制御用水処理装置10にて処理した処理水を測定した測定値並びに所定の設定値及び演算注入式を基に、薬品注入ポンプ32を制御し供給原水に薬品を適量注入することを判断するので、本体水処理装置40の処理水を測定するよりタイムラグが短くなり、供給原水の水質が悪化した場合に薬品をタイムリーに注入することが可能となる。   Furthermore, the chemical injection pump 32 is controlled based on the measured values obtained by treating a part of the raw feed water with the chemical treatment control water treatment device 10, the predetermined set value, and the calculation injection formula. Therefore, the time lag is shorter than measuring the treated water of the main body water treatment device 40, and it becomes possible to inject the drug in a timely manner when the quality of the feed water is deteriorated.

更に、制御用の水質計器は処理水水質計器20だけであるので、計器の汚れによる測定精度の悪化が防止され、汚れ除去を目的としたメンテナンスを不要とすることが可能となる。また高価である供給原水水質計器を制御用の水質計器として設置することが不要とするので、初期の設備投資費用を低く抑えることが可能となる。   Furthermore, since the control water quality meter is only the treated water quality meter 20, it is possible to prevent the measurement accuracy from deteriorating due to the contamination of the meter and to eliminate the need for maintenance for the purpose of removing the contamination. Further, since it is not necessary to install an expensive supply raw water quality meter as a control water quality meter, the initial capital investment cost can be kept low.

尚、本実施の形態(図1)では、処理水水質計器20は単数の計器で構成され、その処理水水質計器20により特定される除去対象は1種類で、その除去対象を除去する薬品は1種類とし、従って、薬品貯蔵槽31も単数で構成される場合について説明した。しかし、単数の計器で構成される処理水水質計器20で複数の除去対象を特定できる場合もあり、この場合には薬品貯蔵槽31は複数から構成される。また逆に、処理水水質計器20が複数で構成されていても特定される除去対象は1種類の場合もあり、この場合には薬品貯蔵槽は単数で構成されることもある。従って、処理水水質計器20及び薬品貯蔵槽31がそれぞれ単数で構成するか複数で構成するかは、使用条件等を種々検討して適宜決定するのが良い。   In this embodiment (FIG. 1), the treated water quality meter 20 is composed of a single meter, and there is only one type of removal target specified by the treated water quality meter 20, and the chemicals that remove the removal target are The case where there is one kind and therefore the chemical storage tank 31 is also constituted by a single number has been described. However, in some cases, a plurality of removal targets may be specified by the treated water quality meter 20 configured by a single meter, and in this case, the chemical storage tank 31 is configured by a plurality. On the contrary, even if the treated water / water quality meter 20 is composed of a plurality, the specified removal target may be one type, and in this case, the chemical storage tank may be composed of a single type. Therefore, whether the treated water quality meter 20 and the chemical storage tank 31 are each constituted by a single or plural may be appropriately determined by variously examining use conditions and the like.

1 水処理システム
10 薬品注入制御用水処理装置
20 処理水水質計器
30 演算器
31 薬品貯蔵槽
32 薬品注入ポンプ
40 本体水処理装置
50 供給原水本管
51 分岐点
52 供給原水支管
53 処理水管
54 合流点
55 接続点
56 薬品注入管

DESCRIPTION OF SYMBOLS 1 Water treatment system 10 Water treatment apparatus for chemical injection control 20 Treated water quality meter 30 Calculator 31 Chemical storage tank 32 Chemical injection pump 40 Main body water treatment device 50 Supply raw water main pipe 51 Branch point 52 Supply raw water branch pipe 53 Process water pipe 54 Junction point 55 Connection point 56 Chemical injection pipe

Claims (5)

供給原水の一部を処理して処理水とする薬品注入制御用水処理装置と、
前記薬品注入制御用水処理装置にて処理された処理水を測定する処理水水質計器と、
前記処理水水質計器にて測定された測定値、前記測定値を定められた所定の方式に基づき処理して変換された演算値、及び前記演算値に対する所定の設定値を基に、薬品注入ポンプを制御し選択された薬品を薬品貯蔵槽より供給原水に適量注入し又は供給原水に注入されている薬品を注入停止し若しくは薬品の注入量を変更する演算器と、
前記演算器により薬品が適量注入され又は注入されている薬品が注入停止され若しくは薬品の注入量が変更された供給原水を処理して処理水とする前記薬品注入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を備えることを特徴とする水処理システム。
A water treatment device for chemical injection control that treats a part of the raw feed water into treated water;
A treated water quality meter for measuring treated water treated by the chemical injection control water treatment device;
The treated water quality values measured at the meter, the measurement value based on a predetermined method defined processing to the converted calculated value, and based on a predetermined set value for said calculated value, chemical injection pumps A calculator that controls the injection of an appropriate amount of the selected chemical from the chemical storage tank into the supply raw water or stops the injection of the chemical injected into the supply raw water or changes the injection amount of the chemical;
The same treatment method as the chemical treatment control water treatment device which treats the supply raw water in which a suitable amount of chemical is injected by the arithmetic unit or the injection of the injected chemical is stopped or the injection amount of the chemical is changed to be treated water A water treatment system comprising: a main body water treatment device.
前記薬品注入制御用水処理装置及び前記本体水処理装置は、膜ろ過装置であることを特徴とする請求項1に記載の水処理システム。   The water treatment system according to claim 1, wherein the chemical injection control water treatment device and the main body water treatment device are membrane filtration devices. 前記薬品注入制御用水処理装置及び前記本体水処理装置は、砂ろ過装置であることを特徴とする請求項1に記載の水処理システム。   The water treatment system according to claim 1, wherein the chemical injection control water treatment device and the main body water treatment device are sand filtration devices. 前記薬品注入制御用水処理装置及び前記本体水処理装置は、繊維ろ過装置であることを特徴とする請求項1に記載の水処理システム。   The water treatment system according to claim 1, wherein the chemical injection control water treatment device and the main body water treatment device are fiber filtration devices. 前記薬品注入制御用水処理装置及び前記本体水処理装置は、前処理装置を備えてい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。   The water treatment system according to any one of claims 1 to 4, wherein the chemical treatment control water treatment device and the main body water treatment device include a pretreatment device.
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